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City Council Agenda Packet 09-14-2020REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, September 14, 2020 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING (MCC) 5 p.m. 5 p.m. Approval of City Administrator Finalists, Schedule of Interviews, and Expense Reimbursement Options 5:35 p.m. Introduction of Lt. Jason Kramber Discussion of WCSO Monticello Enforcement Strategies and Priorities Mayor: Brian Stumpf Council Members: Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Special Meeting Minutes from August 24, 2020 • Regular Meeting Minutes from August 24, 2020 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, with the exception of referral to staff for future report. E. Public Service Announcements/Updates • Absentee Voting Begins Friday, September 18 F. Council Liaison Updates • EDA • CMRP • IEDC • Planning Commission • BCOL • Library Board G. Department Updates • COVID-19 Update and Discussion • City Administrator Update • Construction Update • WCSO — Introduction Patrol Supervisor Jason Kramber 2. Consent Agenda — All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of adopting Resolution 2020-63 accepting donation of $29,395.42 from Presbyterian Homes for the Riverwalk Trail E. Consideration of approving purchase of eleven handheld radios for Fire Department from Motorola/Ancom in the amount of $50,831 F. Consideration of approving purchase of Fire Department SCBA Air Packs in the amount of $189,434.81 G. Consideration of approving a request for a PUD (Planned Unit Development) Adjustment at the Ultra Machining Corp Planned Unit Development located in the IBC (Industrial and Business Campus) District. Applicant: Ultra Machining Corp (UMC) H. Consideration of approving a request for Amendment to Planned Unit Development for the Removal of a Required Fence & Conversion of Self -Storage Space into an Office Use Accessory to the Self -Storage Use. Applicant: Keith Burnham I. Consideration of approving Amendments to Monticello Zoning Ordinance to Chapter 3.5, Business Base Zoning Districts, Subsection (G) Central Community District and Chapter 4.5 Signs related to transparency of window signage in the Downtown; and Chapter 5.1 Use Table and Chapter 8.4 Definitions as related to Mobile & Manufactured Home/Home Park; and Chapters 3.4 Residential Base Zoning Districts and 5.3, Accessory Use Standards as related to building materials references for accessory buildings. Applicant: City of Monticello J. Consideration of approving lighting control upgrade at the Xcel Ballfields for $17,387 K. Consideration of approving lease agreements for Public Works equipment and material storage pending ordinance amendments 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of approving a Request for Amendment to Planned Unit Development for the Installation of an Accessory Use Photo Studio Building. Applicant: Jeff Sell/West Metro B. Consideration of Territorial Heights Villa Development Request for Letter of Agreement for Conveyance of City Property 5. Adjournment AGENDA CITY COUNCIL SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, September 14, 2020 — 5 p.m. MCC AGENDA 1. Call to Order 2. 5 p.m. Approval of City Administrator Finalists, Schedule of Interviews, and Expense Reimbursement Options 3. 5:35 p.m. Introduction of Lt. Jason Kramber Discussion of WCSO Monticello Enforcement Strategies and Priorities 4. Adjournment MINUTES SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, August 24, 2020 — 4:30 p.m. Mississippi Room, Monticello Community Center Present: Brian Stumpf, Bill Fair, Jim Davidson, Charlotte Gabler, Lloyd Hilgart Absent: None Others: City staff. Jeff O'Neill, Matt Leonard, and Mat Stang 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 4:30 p.m. 2. 4:30 p.m. Water Treatment Plant Feasibility Study Interviews SEH and WSB presented their proposals remotely. SEH presented their project approach and highlighted experience. City Councilmembers and staff had a brief dialogue with questions. WSB presented their project approach and highlighted experience. Councilmembers and staff had a brief dialogue with questions. Discussion ensued among City Council which included each firms' experience and history with the city. Mayor Stumpf moved approval of contracting with WSB. Councilmember Gabler seconded the motion. Motion carried 4-1; Councilmember Davidson voted against, as he felt that SEH had a more `water' focus. 3. Adjournment By consensus the meeting was adjourned at 6:15 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes — August 24, 2020 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, August 24, 2020 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler, and Lloyd Hilgart Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Acting Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Gabler moved approval of the agenda. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Approval of Minutes Joint EDA/City Council Meeting from July 13, 2020 Councilmember Fair moved approval of the July 13, 2020 joint meeting. Councilmember Davidson seconded the motion. Motion carried unanimously. Special Meeting Minutes from August 10, 2020 Councilmember Hilgart moved approval of the August 10, 2020 special meeting. Councilmember Gabler seconded the motion. Motion carried unanimously. Regular Meeting Minutes from August 10, 2020 Councilmember Davidson moved approval of the August 10, 2020 regular meeting. Councilmember Fair seconded the motion. Motion carried unanimously. D. Citizen Comments • None. E. Public Service Announcements/Updates • Labor Day Holiday Hours • Update on Hi -Way Liquors Business Hours F. Council Liaison Updates • EDA — Councilmember Davidson provided an update of items on EDA agenda: 1) Amendments to Small Business Emergency Grant Guidelines and Grant Agreement Template; 2) Approved Emergency Small Business Grant to Evolution Taekwondo Monticello, LLC; 3) Adopted the 2020 Hospitality and Lodging Demand Study; and 4) adopted the 2021 Special Benefit Property Tax Levy and set the 2021 EDA Revenue and Expenditures Budget. City Council Minutes August 24, 2020 Page 1 1 4 • MOAA — Councilmember Hilgart noted that there was a housekeeping item as a property in the township changed its boundary line. • I-94 Coalition — Councilmember Gabler stated that the group discussed BUILD Grant updates and a lobbyist for next year. F. Department Update • COVID-19 update was provided. • City Administrator Update. Jeff O'Neill provided an update on the following: 1. The Denn property (Haven Ridge) annexation was authorized. 2. The Coalition of Utility Cities is active with Public Utilities Commission in providing information transitioning from a host city. • Construction Update included the following: 1. 2020 Pavement Project — final top soil and sod being placed this week. 2. Riverwalk Trail — the trail was seeded. 3. Community Center Roof Project 4. The Maple Street Storm — the storm interceptor was installed. The maintenance drive will be paved this week. 5. Edmonson Road will be closed August 25 for water main connection for Deephaven Apartments. 6. Working on drainage project in Hillside Farms/River Mills area. 2. Consent Agenda: Councilmember Hilgart moved approval of the Consent Agenda excluding Item F. Councilmember Fair seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: Approved the bill and purchase card registers for a total amount of $2,143,333.03. B. Consideration of approving new hires and departures for city departments. Recommendation: Approved the new hires for Hi -Way Liquors and Public Works and departures for Streets Department, Parks Department, and Finance Department. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: No report this cycle. D. Consideration of adopting Resolution 2020-59 approving a donation from Amy (Josie) Larson of $1,000 for rebuilding Fire Department pump skid on utility truck. Recommendation: Resolution accepting the donation was approved. E. Consideration of establishing a date for the Truth -in -Taxation Public Hearing. Recommendation: The Truth -in -Taxation public hearing was set for December 14, 2020. F. Consideration of approving an Advance Resignation Notice Program as incentive to provide notice of termination as early as possible. Recommendation: ITEM WAS REMOVED FROM CONSENT AGENDA. City Council Minutes August 24, 2020 Page 2 1 4 G. Consideration of adopting Resolution 2020-60 calling for a public hearing on September 28, 2020 for vacation of drainage and utility easements as legally described as Lot 2, Block 1, Jefferson Commons Third Addition. Recommendation: Resolution setting the public hearing for September 28, 2020 was approved. H. Consideration of approving a contract amendment with the Lakota Group/WSB for production of additional public engagement tools for Monticello 2040 Comprehensive Plan. Recommendation: Approved a contract amendment for production of additional public engagement tools for Monticello 2040 Comprehensive plan in an amount not to exceed $12,000. I. Consideration of adopting Resolution 2020-63 accepting improvements and authorizing final payment of $123,711.38 to KUE Contractors Inc. for the Monticello Fire Station Project, City Project N. 18C003. Recommendation: Adopting the resolution authorizing final payment for the Monticello Fire Station Project. J. Consideration of approving purchase of a dump body and plow equipment for the new plow truck from Bert's Truck Equipment for $118,398. Recommendation: Approved the purchase for $118,398. K. Consideration of approving a contract with WSB for GIS updates for 360 object detection in the amount of $12,000. Recommendation: Approved the contract with WSB. L. Consideration of approving a purchase of audio-visual upgrades for City Hall, MCC, and new Fire Station in the amount not to exceed $125,000. Recommendation: Approved the audio-visual upgrade for City Hall. M. Consideration of approving purchase of IT upgrades at a price not to exceed $50,000. Recommendation: Approved the IT upgrades. 2A. Consideration of items removed from the consent agenda for discussion F. Consideration of approving an Advance Resignation Notice Program as incentive to provide notice of termination as early as possible. Councilmember Davidson removed the item with questions related to the benefit this policy has for the city. Tracy Ergen, Human Resource Manager, responded to the questions. There was some discussion of only applying this to employees who have been in Monticello at least ten years. Many on Council think it should apply to anyone employed for five years or more. Mayor Stumpf disagreed and felt that the ten year marked acknowledged longevity with the City. Councilmember Davidson moved approval of the Advance Resignation Notice Program with the amendment of employment time of at least five years instead of ten. Councilmember Fair seconded the motion. Motion carried 4-1; Mayor Stumpf voted against for reason listed above. 3. Public Hearing City Council Minutes August 24, 2020 Page 3 1 4 4. Regular Agenda A. Consideration of adopting Resolution 2020-61 aimroviniz the ON of Monticello Economic Development Authorityspecial benefit leve of $366,300 and accepting the preliminary EDA 2021 EDA budget of $371,300 Sarah Rathlisberger, Finance Director, presented the EDA special benefit levy and preliminary 2021 budget. The proposed 2021 levy is an increase of $11,300 or 3.2% over the 2020 levy. The final levy will be adopted along with the final city's levy on December 14, 2020. Councilmember Gabler moved to adopt the resolution approving the Economic Development Authority special benefit levy of $366,300 and accepting the preliminary EDA 2021 EDA budget of $371,300. Councilmember Davidson seconded the motion. Motion carried unanimously. B. Consideration of adopting Resolution 2020-62 setting the 2021 City of Monticello Preliminary Tax Levy Sarah Rathlisberger presented the 2021 preliminary tax levy which must be certified to the County Auditor/Treasurer on or before September 30. The combined EDA levy and the proposed City levy is $630,000 or 5.8% greater than 2020. The final 2021 budget and tax levy will be adopted at the December 14, 2020 City Council meeting. City Council discussed the item briefly. Mayor Stumpf expressed concern about the addition $200,000 funds for reserves. Councilmember Gabler moved to adopt resolution setting the 2021 City of Monticello Preliminary Tax Levy at $11,063,700. Councilmember Fair seconded the motion. Motion carried 4-1; Mayor Stumpf voted against. Mayor Stumpf supported a preliminary tax levy of $10,863,000. 5. Adjournment: By consensus, the meeting was adjourned at 7:31 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes August 24, 2020 Page 4 14 City Council Agenda: 9/14/2020 2A. Consideration of approving payment of bills (SR) A. REFERENCE AND BACKGROUND: City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required. B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $767,319.75. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: • Bill registers and Purchase Card registers Accounts Payable CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: debbie.davidson Printed: 09/01/2020 - 1:54PM Batch: 00215.08.2020 - 215.08.2020 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 ACH Enabled: True 08/31/2020 5863599-6 - Animal Shelter 17.06 08/31/2020 101-42700-438100 08/31/2020 8235331-9 - Prairie Center 18.32 08/31/2020 101-41941-438100 08/31/2020 5828859-8 - Storage Garage 17.06 08/31/2020 101-41940-438100 08/31/2020 5864452-7 - Library 24.36 08/31/2020 101-45501-438100 08/31/2020 5837384-6 - Publc Works 65.57 08/31/2020 101-43127-438100 08/31/2020 6401745330-5 - 349 W Broadway 18.32 08/31/2020 101-45204-438100 08/31/2020 5788570-9 - Hi Way Liquor 25.64 08/31/2020 609-49754-438100 08/31/2020 5804618-6 - Parks (Fallon) 17.06 08/31/2020 101-45201-438100 08/31/2020 8235333-5 - P.C. (U Fab) 18.32 08/31/2020 101-41941-438100 08/31/2020 5843395-4 - DMV 17.06 08/31/2020 217-41990-438100 08/31/2020 5768542-2 - MCC 1,348.67 08/31/2020 226-45126-438100 08/31/2020 5768542-2 - City Hall 58.32 08/31/2020 101-41940-438100 08/31/2020 5820786-1 - Public Works 23.88 08/31/2020 101-43127-438100 08/31/2020 5799425-3 - Public Works 61.88 08/31/2020 101-43127-438100 08/31/2020 5821009-5 - Parks Storage (Old Fire Station) 30.65 08/31/2020 101-42200-438100 08/31/2020 5768542-2 - National Guard 29.16 08/31/2020 101-42800-438100 08/31/2020 5768542-2 - Senior Center 21.87 08/31/2020 101-45175-438100 08/31/2020 8000015233-2 - WWTP 1,169.35 08/31/2020 602-49480-438100 08/31/2020 5806932-9 - Parks 17.06 08/31/2020 101-45201-438100 08/31/2020 5799427-9 - Public Works 17.06 08/31/2020 101-43127-438100 08/31/2020 11077481-7 - Fire Station 77.37 08/31/2020 101-42200-438100 08/31/2020 6402123338-8 - 112 W River St 29.30 08/31/2020 101-45201-438100 Check Total: 3,123.34 Vendor: 5188 HEALTHY CONTRIBUTIONS Check Sequence: 2 ACH Enabled: True 8/31/2020 AARP Supplement/At Your Best 6.65 08/31/2020 226-45122-430900 Check Total: 6.65 Vendor: 5415 MII LIFE INSURANCE INC Check Sequence: 3 ACH Enabled: True 39533066 FSA Dependent Care 192.30 08/31/2020 101-00000-217200 AP -Computer Check Proof List by Vendor (09/01/2020 - 1:54 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 39533066 FSA Medical 32.82 08/31/2020 101-00000-217300 Check Total: 225.12 Vendor: 4732 MONEY MOVERS, INC. Check Sequence: 4 131761 Fitness Rewards - July 2020 8.25 08/31/2020 226-45122-430900 Check Total: 8.25 Vendor: 3259 MONTICELLO COMMUNITY CENTER Check Sequence: 5 8/31/2020 August Cash Receipts - Concession Tx -3.73 08/31/2020 226-45125-347400 8/31/2020 August Cash Receipts - Membership Fee 248.82 08/31/2020 226-45127-347910 8/31/2020 August Cash Receipts - NSF Fee -60.00 08/31/2020 226-45122-341081 8/31/2020 August Cash Receipts - Park Rental 102.44 08/31/2020 101-45201-347100 8/31/2020 August Cash Receipts - Programs -67.05 08/31/2020 226-45127-347920 8/31/2020 August Cash Receipts - User Fee Non Member -166.71 08/31/2020 226-45127-347900 8/31/2020 August Cash Receipts - User Fee Non Tax 80.00 08/31/2020 226-45127-347905 8/31/2020 August Cash Receipts - Charge To Account 60.00 08/31/2020 226-00000-115031 8/31/2020 August Cash Receipts - Sales Tax General 7.56 08/31/2020 101-00000-208100 8/31/2020 August Cash Receipts - Sales Tax MCC 0.84 08/31/2020 226-00000-208100 Check Total: 202.17 Vendor: 1585 XCEL ENERGY Check Sequence: 6 8/31/2020 51-9391437-3 - Prairie Center 210.12 08/31/2020 101-41941-438100 8/31/2020 51-6505909-4 - DMV/Food Shelf 291.27 08/31/2020 217-41990-438100 8/31/2020 51-6505915-2 - Parks 593.40 08/31/2020 101-45201-438100 8/31/2020 51-6505912-9 - Animal Shelter 202.58 08/31/2020 101-42700-438100 8/31/2020 51-4271112-2 - Library 1,169.15 08/31/2020 101-45501-438100 8/31/2020 51-6505907-2 - Park Lots- auto 68.45 08/31/2020 101-43160-438100 8/31/2020 51-6505907-2 - Parking Lots 35.76 08/31/2020 101-43160-438100 8/31/2020 51-6505905-0 - Water 9,274.47 08/31/2020 601-49440-438100 8/31/2020 51-6505915-2 - Ice Rink 33% 85.78 08/31/2020 601-49440-438100 8/31/2020 ZZZNEP-IMPLEM- 51-6505908-3 0.00 08/31/2020 101-42500-438100 8/31/2020 51-6505913-0 - Fire Station 312.88 08/31/2020 101-42200-438100 8/31/2020 51-7780310-4 - Bldg. Inspec. G 33.21 08/31/2020 101-41940-438100 8/31/2020 51-0623082-8 - MontiArts 132.23 08/31/2020 101-45204-438100 8/31/2020 51-6505915-2 - NSP- Softball 50.08 08/31/2020 101-45203-438100 8/31/2020 51-6505906-1-5/4-6/3 1,845.75 08/31/2020 602-49490-438100 8/31/2020 51-0395766-0 - Ramsey Pumphous 4,816.32 08/31/2020 601-49440-438100 8/31/2020 51-6505915-2 - NSP- consc/sec. 77.65 08/31/2020 101-45203-438100 8/31/2020 51-6505916-3 - Street Lights 11,064.03 08/31/2020 101-43160-438100 8/31/2020 51-0371645-4 - SwanCam 18.87 08/31/2020 101-45201-438100 ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (09/01/2020 - 1:54 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 8/31/2020 51-6505906-1-6/3-7/4 555.63 08/31/2020 602-49490-438100 8/31/2020 51-6505913-0 - Parks 6th St. Building 1,289.53 08/31/2020 101-45201-438100 8/31/2020 Solar Rewards Credits - June -8,357.23 08/31/2020 101-41310-362140 Check Total: 23,769.93 Total for Check Run: 27,335.46 Total of Number of Checks: 6 The preceding list of bills payable was reviewed and approved for payment. Date: 9/14/20 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (09/01/2020 - 1:54 PM) Page 3 Accounts Payable Computer Check Proof List by Vendor User: debbie.davidson Printed: 09/04/2020 - 9:O1AM Batch: 00202.09.2020 - 00202.09.2020 Liquor Invoice No Description Amount Payment Date Acct Number Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 1 3433063 resale - beer 340.25 09/04/2020 609-49750-425200 3434244 resale - beer 229.85 09/04/2020 609-49750-425200 Vendor: 1065 101896000 101896000 101896000 85395800 85395800 85396400 85396400 85402500 85501400 85501400 85501400 Vendor: 1067 117097 117098 117098 119872 119873 119873 Check Total BELLBOY CORPORATION resale- mix resale -juice freight resale- liquor freight freight resale - liquor resale- liquor freight resale- liquor resale- wine Check Total BERNICK'S resale- soda pop resale- beer n/a resale- beer resale- soda pop resale- beer n/a resale- beer 570.10 195.25 33.60 1.05 4,905.25 69.75 1.55 266.00 525.00 37.59 2,361.86 272.00 8,668.90 211.53 50.20 1,871.40 133.42 187.00 2,345.45 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 09/04/2020 Check Sequence: 2 609-49750-425400 609-49750-425500 609-49750-433300 609-49750-425100 609-49750-433300 609-49750-433300 609-49750-425100 609-49750-425100 609-49750-433300 609-49750-425100 609-49750-425300 Check Sequence: 3 609-49750-425400 609-49750-425400 609-49750-425200 609-49750-425400 609-49750-425400 609-49750-425200 Moiiii6effo Y Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False Check Total: 4,799.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 4 ACH Enabled: False 1081168582 resale - mix 44.00 09/04/2020 609-49750-425400 1081168582 resale - liquor 1,925.26 09/04/2020 609-49750-425100 AP -Computer Check Proof List by Vendor (09/04/2020 - 9:01 AM) Pagel Invoice No Description Amount Payment Date Acct Number Reference 1081168582 freight 35.62 09/04/2020 609-49750-433300 1081171362 freight 37.70 09/04/2020 609-49750-433300 1081171362 resale - mix 80.00 09/04/2020 609-49750-425400 1081171362 resale- wine 300.00 09/04/2020 609-49750-425300 1081171362 resale - liquor 1,822.16 09/04/2020 609-49750-425100 1081171363 resale - beer 55.30 09/04/2020 609-49750-425200 1081174140 resale - wine 379.24 09/04/2020 609-49750-425300 1081174140 resale - liquor 3,417.99 09/04/2020 609-49750-425100 1081174140 freight 55.70 09/04/2020 609-49750-433300 1081174141 resale - beer 464.00 09/04/2020 609-49750-425200 Check Total: 8,616.97 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 5 2449725 resale - beer 26,533.60 09/04/2020 609-49750-425200 2449725 resale - beer n/a 145.40 09/04/2020 609-49750-425400 2449725 resale -juice 59.97 09/04/2020 609-49750-425500 2452548 resale - beer 14,213.26 09/04/2020 609-49750-425200 2452548 resale - beer n/a 160.77 09/04/2020 609-49750-425400 2452836 resale - beer 691.50 09/04/2020 609-49750-425200 2455646 resale - beer 19,353.45 09/04/2020 609-49750-425200 2455646 resale - beer n/a 95.00 09/04/2020 609-49750-425400 Check Total: 61,252.95 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 6 112-03638 resale - beer 1,236.60 09/04/2020 609-49750-425200 112-03821 resale - beer 21,977.75 09/04/2020 609-49750-425200 112-03821 resale - beern/a 193.90 09/04/2020 609-49750-425400 112-03842 resale - beer 7,624.95 09/04/2020 609-49750-425200 112-03842 resale - beer n/a 92.00 09/04/2020 609-49750-425400 112-03880 resale - beer 1,615.80 09/04/2020 609-49750-425200 112-03881 resale - beer 25,927.95 09/04/2020 609-49750-425200 112-03881 resale - beern/a 119.95 09/04/2020 609-49750-425400 112-03882 resale - beer 1,726.05 09/04/2020 609-49750-425200 112-03893 resale - beer 8,095.05 09/04/2020 609-49750-425200 112-03893 resale - beer n/a 75.00 09/04/2020 609-49750-425400 112-03924 resale - beer 1,458.40 09/04/2020 609-49750-425200 1275139 resale - beer credit -79.43 09/04/2020 609-49750-425200 Check Total: Vendor: 5201 DICK FAMILY, INC. 70,063.97 Check Sequence: 7 ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (09/04/2020 - 9:01 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 1090035 resale - beer 1,206.40 09/04/2020 609-49750-425200 1409000544 resale - beer 631.30 09/04/2020 609-49750-425200 964005517 resale - beer 1,437.70 09/04/2020 609-49750-425200 Check Total: 3,275.40 Vendor: 5340 DISGRUNTLED BREWING DISGRUNTLED Check Sequence: 8 ACH Enabled: False 845 resale- beer 102.40 09/04/2020 609-49750-425200 Check Total: 102.40 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 9 ACH Enabled: False 112359 resale - wine credit inv. # 1587204 -16.20 09/04/2020 609-49750-425300 112360 resale - wine credit inv. # 1606819 -4.67 09/04/2020 609-49750-425300 1621643 freight 201.83 09/04/2020 609-49750-433300 1621643 resale -liquor 15,883.59 09/04/2020 609-49750-425100 1621644 freight 66.42 09/04/2020 609-49750-433300 1621644 resale- mix 228.95 09/04/2020 609-49750-425400 1621644 resale- wine 2,145.10 09/04/2020 609-49750-425300 1621645 resale - beer 51.20 09/04/2020 609-49750-425200 1622806 resale - liquor 4,709.41 09/04/2020 609-49750-425100 1622806 freight 52.92 09/04/2020 609-49750-433300 1622807 resale- wine 1,666.55 09/04/2020 609-49750-425300 1622807 freight 47.69 09/04/2020 609-49750-433300 1625189 freight 63.58 09/04/2020 609-49750-433300 1625189 resale- liquor 4,881.72 09/04/2020 609-49750-425100 1625828 freight 14.90 09/04/2020 609-49750-433300 1625828 resale- wine 462.00 09/04/2020 609-49750-425300 1626332 resale - liquor 3,009.00 09/04/2020 609-49750-425100 1626332 freight 39.23 09/04/2020 609-49750-433300 1626333 freight 75.99 09/04/2020 609-49750-433300 1626333 resale- wine 2,463.17 09/04/2020 609-49750-425300 1626333 resale- mix 88.00 09/04/2020 609-49750-425400 1627579 resale- liquor 2,458.71 09/04/2020 609-49750-425100 1627579 freight 27.07 09/04/2020 609-49750-433300 1627580 freight 31.90 09/04/2020 609-49750-433300 1627580 resale - wine 1,742.83 09/04/2020 609-49750-425300 1627580 resale - mix 50.50 09/04/2020 609-49750-425400 1627581 resale - beer 96.00 09/04/2020 609-49750-425200 1630084 freight 13.41 09/04/2020 609-49750-433300 1630084 resale -liquor 662.00 09/04/2020 609-49750-425100 1630085 resale - wine 694.05 09/04/2020 609-49750-425300 1630085 freight 22.35 09/04/2020 609-49750-433300 AP -Computer Check Proof List by Vendor (09/04/2020 - 9:01 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/04/2020 - 9:01 AM) Page 4 Check Total: 41,929.20 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 10 ACH Enabled: False 99046 resale - wine 652.60 09/04/2020 609-49750-425300 99046 freight 8.75 09/04/2020 609-49750-433300 99820 freight 2.25 09/04/2020 609-49750-433300 99820 resale- wine 34.50 09/04/2020 609-49750-425300 Check Total: 698.10 Vendor: 5457 LUCID BREWING, LLC Check Sequence: 11 ACH Enabled: True 7996 resale- beer 206.00 09/04/2020 609-49750-425200 Check Total: 206.00 Vendor: 4456 LUPULIN BREWING LLC Check Sequence: 12 ACH Enabled: True 31416 resale- beer 562.30 09/04/2020 609-49750-425200 31454 resale- beer 660.30 09/04/2020 609-49750-425200 Check Total: 1,222.60 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 13 ACH Enabled: True 306473 resale - cigarettes; juice 1,805.20 09/04/2020 609-49750-425500 306473 resale - tobacco; barware 380.07 09/04/2020 609-49750-425400 Check Total: 2,185.27 Vendor: 1913 NEW FRANCE WINE Check Sequence: 14 ACH Enabled: False 160351 resale - wine 208.00 09/04/2020 609-49750-425300 160351 freight 5.00 09/04/2020 609-49750-433300 Check Total: 213.00 Vendor: 5549 EDDIE OWENS Check Sequence: 15 ACH Enabled: False 8/24/2020 Re Issue UB Refund (Orig Accidentally Destroy, 291.61 09/04/2020 601-00000-202010 Check Total: 291.61 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 16 ACH Enabled: False 6078416 resale- liquor 6,045.00 09/04/2020 609-49750-425100 6078416 freight 71.53 09/04/2020 609-49750-433300 6078417 freight 47.18 09/04/2020 609-49750-433300 6078417 resale- wine 1,130.75 09/04/2020 609-49750-425300 6078417 resale- wine n/a 327.00 09/04/2020 609-49750-425400 AP -Computer Check Proof List by Vendor (09/04/2020 - 9:01 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 6080279 resale -liquor 940.65 09/04/2020 609-49750-425100 6080279 freight 13.41 Check Sequence: 17 09/04/2020 609-49750-433300 6080982 freight 4.47 1010 09/04/2020 609-49750-433300 6080982 resale - liquor 769.00 Check Total: 09/04/2020 609-49750-425100 6080983 resale - wine 1,051.25 09/04/2020 609-49750-425300 6080983 freight 35.76 09/04/2020 09/04/2020 609-49750-433300 6081836 freight 23.33 609-49750-433300 09/04/2020 609-49750-433300 6081836 resale- liquor 2,272.09 1985882 09/04/2020 609-49750-425100 6081837 resale- wine 1,013.72 resale- liquor 09/04/2020 609-49750-425300 6081837 freight 22.96 50.38 09/04/2020 609-49750-433300 6083654 freight 40.23 09/04/2020 09/04/2020 609-49750-433300 6083654 resale- liquor 1,862.00 609-49750-425300 09/04/2020 609-49750-425100 6083655 resale- liquor 273.00 Vendor: 1552 09/04/2020 609-49750-425100 6083655 resale- wine 448.00 resale- soda pop 09/04/2020 609-49750-425300 6083655 freight 10.43 298.55 09/04/2020 609-49750-433300 612480 resale- liquor cr. inv. # 6063495 -10.75 09/04/2020 609-49750-425100 612481 resale- liquor cr. inv. # 6072987 -195.00 09/04/2020 609-49750-425100 612481 freight cr. inv. # 6072987 -1.49 09/04/2020 609-49750-433300 ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (09/04/2020 - 9:01 AM) Page 5 Check Total: 16,194.52 Vendor: 5523 RUSTECH BREWING COMPANY, LLC Check Sequence: 17 1009 resale - beer 180.00 09/04/2020 609-49750-425200 1010 resale - beer 60.00 09/04/2020 609-49750-425200 Check Total: 240.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 18 1985881 resale- liquor 3,180.99 09/04/2020 609-49750-425100 1985881 freight 34.28 09/04/2020 609-49750-433300 1985882 freight 16.80 09/04/2020 609-49750-433300 1985882 resale- wine 754.00 09/04/2020 609-49750-425300 1988385 resale- liquor 4,929.91 09/04/2020 609-49750-425100 1988385 freight 50.38 09/04/2020 609-49750-433300 1988386 freight 25.20 09/04/2020 609-49750-433300 1988386 resale - wine 1,286.00 09/04/2020 609-49750-425300 Check Total: 10,277.56 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 19 2574234 resale- soda pop 415.10 09/04/2020 609-49750-425400 946826 resale- soda pop 298.55 09/04/2020 609-49750-425400 ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (09/04/2020 - 9:01 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1684 262088 262088 262088 262092 262092 262405 262405 262405 262405 Vendor: 1572 149725 149725 Vendor: 1573 7295023 7295023 7296329 7296329 Check Total VINOCOPIA resale - liquor resale - wine freight resale - liquor freight freight resale- liquor resale- wine resale- mix Check Total THE WINE COMPANY resale - liquor freight Check Total: WINE MERCHANTS INC resale - wine freight resale - wine freight Check Total Total for Check Run: Total of Number of Checks: 624.17 112.00 12.00 803.00 5.00 20.00 220.50 224.00 120.00 2,140.67 666.67 96.00 1.49 1,754.70 1,866.47 236,201.31 22 Check Sequence: 20 09/04/2020 609-49750-425100 09/04/2020 609-49750-425300 09/04/2020 609-49750-433300 09/04/2020 609-49750-425100 09/04/2020 609-49750-433300 09/04/2020 609-49750-433300 09/04/2020 609-49750-425100 09/04/2020 609-49750-425300 09/04/2020 609-49750-425400 Check Sequence: 21 09/04/2020 609-49750-425100 09/04/2020 609-49750-433300 ACH Enabled: True ACH Enabled: True ACH Enabled: False The preceding list of bills payable was reviewed and approved for payment. Date: 9/14/20 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (09/04/2020 - 9:01 AM) Page 6 Check Sequence: 22 09/04/2020 609-49750-425300 09/04/2020 609-49750-433300 09/04/2020 609-49750-425300 09/04/2020 609-49750-433300 ACH Enabled: True ACH Enabled: True ACH Enabled: False The preceding list of bills payable was reviewed and approved for payment. Date: 9/14/20 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (09/04/2020 - 9:01 AM) Page 6 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 09/09/2020 - 12:19PM Batch: 00203.09.2020 - 203.09.2020 AP Invoice No Description Vendor: 5559 321 JUMP INC 9/8/2020 5,000.00 EDA Small Business Emergency Grant Program 213-46601-443990 Check Total: Vendor: 5184 ADVANCED GRAPHIX INC. 204857 (8) decals reflective license plates ACH Enabled: False 168.00 Check Total: Vendor: 1018 ALLIED BLACKTOP COMPANY 5522 2020 Streets bituminous sealcoat, fog seal; paver Check Total: Vendor: 5522 AMCON CONCRETE PRODUCTS 75936 monument embedded pad Check Total: Vendor: 5353 ANDERSON ENGINEERING OF MN LLC 15444 95.00 Block 52 Boundary Survey - August 2020 101-45201-421990 Check Total: Vendor: 3491 ARTISAN BEER COMPANY 3435467 resale- beer ACH Enabled: False 332.00 Check Total: Vendor: 4502 ARVIG 307655 FNM August 2020 expenses- buried drops 307655 FNM August 2020 expenses- Gigacentr Dual; Ec AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Moiiii6effo Y Amount Payment Date Acct Number Reference Page 1 Check Sequence: 1 ACH Enabled: False 5,000.00 09/15/2020 213-46601-443990 5,000.00 Check Sequence: 2 ACH Enabled: False 168.00 09/15/2020 101-42200-421990 168.00 Check Sequence: 3 ACH Enabled: False 17,007.70 09/15/2020 101-43120-440990 17,007.70 Check Sequence: 4 ACH Enabled: False 95.00 09/15/2020 101-45201-421990 95.00 Check Sequence: 5 ACH Enabled: False 332.00 09/15/2020 213-46301-431990 332.00 Check Sequence: 6 ACH Enabled: False 77.10 09/15/2020 609-49750-425200 77.10 Check Sequence: 7 ACH Enabled: True 40,600.00 09/15/2020 656-49877-440100 7,512.94 09/15/2020 656-49877-422990 Page 1 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 2 Check Total: 48,112.94 Vendor: 5486 HEIDI BARTHEL Check Sequence: 8 ACH Enabled: False 9/4/2020 Farmers Market Token Collection Log - 9/3/20 108.00 09/15/2020 226-45127-431992 Check Total: 108.00 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 9 ACH Enabled: True 101930200 freight 1.68 09/15/2020 609-49750-433300 101930200 resale - condiments 92.60 09/15/2020 609-49750-425500 101930200 resale - mix 52.00 09/15/2020 609-49750-425400 101930200 asst. bags 222.48 09/15/2020 609-49754-421990 101948900 resale - barware 106.00 09/15/2020 609-49750-425400 101948900 freight 0.29 09/15/2020 609-49750-433300 85598900 resale -liquor 1,111.10 09/15/2020 609-49750-425100 85598900 resale- wine 214.00 09/15/2020 609-49750-425300 85598900 freight 20.68 09/15/2020 609-49750-433300 85652200 resale -liquor 200.00 09/15/2020 609-49750-425100 Check Total: 2,020.83 Vendor: 1067 BERNICK'S Check Sequence: 10 ACH Enabled: False 122454 resale - beer credit -50.72 09/15/2020 609-49750-425200 122455 resale - soda pop 110.66 09/15/2020 609-49750-425400 122456 resale - beer 2,683.30 09/15/2020 609-49750-425200 Check Total: 2,743.24 Vendor: 5565 KATIE BLUME Check Sequence: 11 ACH Enabled: False 8/28/2020 Refund for Cancelled Wedding due to COVID 1,024.45 09/15/2020 226-45123-347010 8/28/2020 Refund Sales Tax for Cancelled Wedding due to 75.55 09/15/2020 226-00000-208100 Check Total: 1,100.00 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 12 ACH Enabled: False 0255373 200002 PRELIM - 2020 Stormwater Improveme 8,375.00 09/15/2020 101-43111-430300 Check Total: 8,375.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPII Check Sequence: 13 ACH Enabled: False 1081176934 resale -liquor 2,469.77 09/15/2020 609-49750-425100 1081176934 resale- wine 562.00 09/15/2020 609-49750-425300 1081176934 resale- mix 22.00 09/15/2020 609-49750-425400 AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 1081176934 freight 35.76 09/15/2020 609-49750-433300 Check Total: 3,089.53 Vendor: 5563 BREUM ENTERPRISES LLC Check Sequence: 14 ACH Enabled: False 9/8/2020 EDA Small Business Emergency Grant Program 5,000.00 09/15/2020 213-46301-443990 Check Total: 5,000.00 Vendor: 2890 BROTHERS FIRE & SECURITY CO Check Sequence: 15 ACH Enabled: True 35543 Hood Inspection - August 2020 155.00 09/15/2020 226-45126-431990 Check Total: 155.00 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 16 ACH Enabled: True 2458393 resale - beer 22,651.19 09/15/2020 609-49750-425200 2458393 resale - beer n/a 84.00 09/15/2020 609-49750-425400 2458637 resale - beer 107.10 09/15/2020 609-49750-425200 Check Total: 22,842.29 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 17 ACH Enabled: False 19741 resale - wine 909.00 09/15/2020 609-49750-425300 Check Total: 909.00 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 18 ACH Enabled: True 00093628 Monthly Tank Rental 65.00 09/15/2020 226-45124-421600 387271 welder Millermatic 212; wire spool; angle grinde 2,544.69 09/15/2020 101-45201-421990 Check Total: 2,609.69 Vendor: 4158 COMMERCIAL ASPHALT COMPANY Check Sequence: 19 ACH Enabled: False 200815 (35.23) millings - BCOL 880.75 09/15/2020 101-45201-421990 Check Total: 880.75 Vendor: 1120 CONCRETE PRODUCTS NEW LONDON Check Sequence: 20 ACH Enabled: True 226631 ZPARKS-RWLKTR- (10) 20' edgeflex; cs. sod s 118.51 09/15/2020 229-45202-453010 Check Total: 118.51 Vendor: 1894 CONDON AND SKELLY Check Sequence: 21 ACH Enabled: False 3415128 Renewal 1929 Fire Truck Insurance 9/21/20 - 9/: 96.00 09/15/2020 101-42200-436300 AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 4 Check Total: 96.00 Vendor: 4671 CONSOLIDATED FLEET SERVICES, INC Check Sequence: 22 ACH Enabled: True 2020MY0165 Aerials inspec.- 147 feet of ground ladders; (28) 920.00 09/15/2020 101-42200-431990 Check Total: 920.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 23 ACH Enabled: True 112-03923 resale - beer n/a 220.00 09/15/2020 609-49750-425400 112-03923 resale - beer 31,676.60 09/15/2020 609-49750-425200 112-03932 resale - beer 7,288.15 09/15/2020 609-49750-425200 112-03964 resale - beer 1,361.40 09/15/2020 609-49750-425200 1283384 resale - beer credit -125.60 09/15/2020 609-49750-425200 Check Total: 40,420.55 Vendor: 4475 DAKOTA SUPPLY GROUP Check Sequence: 24 ACH Enabled: True 5100375842.001 251b Cylinder Freon 114.27 09/15/2020 226-45126-422990 Check Total: 114.27 Vendor: 4361 DALCO ENTERPRISES, INC. Check Sequence: 25 ACH Enabled: True 3655299 cs. can liners roll 46.60 09/15/2020 101-42200-421990 3666608 4 pk gal. degreaser 23.00 09/15/2020 101-42200-421990 Check Total: 69.60 Vendor: 5105 DELL MARKETING LP Check Sequence: 26 ACH Enabled: False 10420795438 (29) displayport 3' cables 373.81 09/15/2020 702-00000-421990 Check Total: 373.81 Vendor: 2050 DEMVI LLC Check Sequence: 27 ACH Enabled: False 8/22/2020 Parking Lot Maintenance - August 2020 162.13 09/15/2020 213-46301-443990 8/22/2020 Parking Lot Maintenance - Sept 2020 162.13 09/15/2020 213-46301-443990 8/22/2020 Late Fee 30.00 09/15/2020 213-46301-443990 Check Total: 354.26 Vendor: 5340 DISGRUNTLED BREWING DISGRUNTLED : Check Sequence: 28 ACH Enabled: False 878 resale- beer 150.40 09/15/2020 609-49750-425200 Check Total: 150.40 AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1147 DOUBLE D ELECTRIC INC Check Sequence: 29 ACH Enabled: False 25080 Covid-EDA bldg.prep remote work for Parks De 986.50 09/15/2020 101-42500-443990 Check Total: 986.50 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 30 ACH Enabled: True 790686 Planning Commission PH Ad# 1066390 119.99 09/15/2020 101-41910-435100 790687 202023 - Krishna LLC PH Ad# 1068105 119.99 09/15/2020 101-41910-435100 790688 Ordinance #745 Ad# 1068123 83.07 09/15/2020 101-41310-435100 790689 Ordinance #746 Ad# 1068127 73.84 09/15/2020 101-41310-435100 790690 202024 - Burnham PH Ad# 1068301 119.99 09/15/2020 101-41910-435100 Check Total: 516.88 Vendor: 5551 VICTORIA EIDELSZTEIN Check Sequence: 31 ACH Enabled: True Invoice #1 Humans of Monticello- Artist in Residence- Moj 1,500.00 09/15/2020 101-45204-431990 Check Total: 1,500.00 Vendor: 4191 ELK RIVER GREENHOUSE LLC Check Sequence: 32 ACH Enabled: True 9/4/2020 Farmers Market Token Collection Log - 8/20, 8/: 613.00 09/15/2020 226-45127-431992 Check Total: 613.00 Vendor: 3632 EMERGENCY RESPONSE SOLUTIONS, LLC Check Sequence: 33 ACH Enabled: True 15778 (3) turn out gear; (2) boots; (2) gloves 8,544.60 09/15/2020 101-42200-421120 Check Total: 8,544.60 Vendor: 4336 FARM -RITE EQUIPMENT INC Check Sequence: 34 ACH Enabled: False P49137 coupling kit 102.52 09/15/2020 101-45201-422990 Check Total: 102.52 Vendor: 1170 FASTENAL COMPANY Check Sequence: 35 ACH Enabled: False MNMON127914 (56) 32 qt. brown sorbent 535.36 09/15/2020 101-42200-421990 Check Total: 535.36 Vendor: 5556 JENNIFER FEARING Check Sequence: 36 ACH Enabled: False 9/2/2020 Balloon Twisting @ Father/Daughter Dance 100.00 09/15/2020 226-45127-431990 Check Total: 100.00 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 37 ACH Enabled: False AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 461367 resale- (18) assorted meters 4,228.36 09/15/2020 601-49440-422710 461374 resale- LF . BRS meter flg. kit; (2) 1/2 mtr flg ki 436.61 09/15/2020 601-49440-422710 Check Total: 4,664.97 Vendor: 1179 FIRE SAFETY USA INC Check Sequence: 38 ACH Enabled: False 137744 double male adapter 75.00 09/15/2020 101-42200-421990 137854 (2) rubber fire hose; shipping 900.00 09/15/2020 101-42200-421990 Check Total: 975.00 Vendor: 5554 SCOTT FOLLETT Check Sequence: 39 ACH Enabled: False Gator8-24-20 John Deer Pro Gator 2020- Parks 6,300.00 09/15/2020 101-45201-424100 Check Total: 6,300.00 Vendor: 3748 JEFFREY D GARDNER Check Sequence: 40 ACH Enabled: True 9/4/2020 Farmers Market Token Collection Log - 8/20, 8/: 120.00 09/15/2020 226-45127-431992 Check Total: 120.00 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 41 ACH Enabled: True 9/4/2020 Farmers Market Token Collection Log - 8/20, 8/: 83.00 09/15/2020 226-45127-431992 Check Total: 83.00 Vendor: 5364 SARAH GOHMAN Check Sequence: 42 ACH Enabled: False 9/4/2020 Farmers Market Token Collection Log - 8/27/20 47.00 09/15/2020 226-45127-431992 Check Total: 47.00 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 43 ACH Enabled: True 80601 (189) tickets Aug. 2020- 1/2 Water 127.58 09/15/2020 601-49440-432770 80601 (189) tickets Aug. 2020- 1/2 Sewer 127.57 09/15/2020 602-49490-432770 Check Total: 255.15 Vendor: 1205 GRAINGER INC Check Sequence: 44 ACH Enabled: False 9625726196 Condenser Coil Cleaner 31.02 09/15/2020 226-45126-422990 Check Total: 31.02 Vendor: 4743 GRAND CASTLE Check Sequence: 45 ACH Enabled: False 8/19/2020 Escrow Refund - 5912 Deer Street/Hillside Farm 2,000.00 09/15/2020 101-00000-220110 AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 7 Check Total: 2,000.00 Vendor: 5560 HAMMERS HAIR LOUNGE LLC Check Sequence: 46 ACH Enabled: False 9/8/2020 EDA Small Business Emergency Grant Program 5,000.00 09/15/2020 213-46601-443990 Check Total: 5,000.00 Vendor: 5557 MELISSA HARTNER Check Sequence: 47 ACH Enabled: False 9/2/2020 Balloon Twisting @ Father/Daughter Dance 100.00 09/15/2020 226-45127-431990 Check Total: 100.00 Vendor: 1223 HAWKINS INC Check Sequence: 48 ACH Enabled: True 4775377 Aluminum Sulfate Liquid - WWTP 6,308.51 09/15/2020 602-49480-421990 4788078 Pool Chemicals 684.58 09/15/2020 226-45124-421600 Check Total: 6,993.09 Vendor: 1239 HOGLUND BUS COMPANY INC Check Sequence: 49 ACH Enabled: True 138057 T300 flasher- 2 terminal; signal switch; labor 967.88 09/15/2020 101-42200-440500 Check Total: 967.88 Vendor: 1242 HOLIDAY CREDIT OFFICE Check Sequence: 50 ACH Enabled: True 08/18/20 fuel slips 7/22-8/18/2020 435.47 09/15/2020 101-42200-421200 Check Total: 435.47 Vendor: 5487 JONATHAN HOPKINS Check Sequence: 51 ACH Enabled: False 9/4/2020 Farmers Market Token Collection Log - 8/20, 8/: 67.00 09/15/2020 226-45127-431992 Check Total: 67.00 Vendor: 5512 HYDROCORP HYDRO -DESIGNS, INC. Check Sequence: 52 ACH Enabled: False 0058573 -IN Cross Connection Control Program - Insp & Rpt 741.00 09/15/2020 601-49440-431990 Check Total: 741.00 Vendor: 5465 IDENTISYS INCORPORATED Check Sequence: 53 ACH Enabled: False 496148 printing set-up; prod. ofprinted cards 84.95 09/15/2020 101-42500-421990 Check Total: 84.95 Vendor: 1623 INTERNATIONAL CITY COUNTY MGMT A� Check Sequence: 54 ACH Enabled: False AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 328729 Emerging Leaders Development Program (RL) 800.00 09/15/2020 101-41310-433100 Check Total: 800.00 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Check Sequence: 55 Oct 2020 Health Insurance - Union - Oct 2020 17,710.00 09/15/2020 101-00000-217061 Check Total: 17,710.00 Vendor: 5444 J & G HOLDINGS Check Sequence: 56 2745 Sept. 2020 cleaning - 1/2 Fire 224.00 09/15/2020 101-42200-431100 2745 Sept. 2020 cleaning - 1/2 Law Enforement 224.00 09/15/2020 101-42100-431990 Check Total: 448.00 Vendor: 5562 JAI JALARAM INC Check Sequence: 57 9/8/2020 EDA Small Business Emergency Grant Program 5,000.00 09/15/2020 213-46301-443990 Check Total: 5,000.00 Vendor: 2018 JOHNS WELDING LLC Check Sequence: 58 5086 memorial bench - Lyle 1,000.00 09/15/2020 651-49010-431990 5087 memorial bench - Moore 1,000.00 09/15/2020 651-49010-431990 Check Total: 2,000.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 59 114948 resale - liquor -59.92 09/15/2020 609-49750-425100 1631546 freight 29.80 09/15/2020 609-49750-433300 1631546 resale - liquor 2,029.00 09/15/2020 609-49750-425100 1631547 resale- wine 2,224.31 09/15/2020 609-49750-425300 1631547 resale- wine n/a 140.95 09/15/2020 609-49750-425400 1631547 freight 69.40 09/15/2020 609-49750-433300 1632891 resale - liquor 4,458.57 09/15/2020 609-49750-425100 1632891 freight 80.42 09/15/2020 609-49750-433300 1632892 freight 17.50 09/15/2020 609-49750-433300 1632892 resale- wine 688.85 09/15/2020 609-49750-425300 Check Total: 9,678.88 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 60 100449 resale - wine 1,510.90 09/15/2020 609-49750-425300 100449 freight 18.75 09/15/2020 609-49750-433300 AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 8 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 9 Check Total: 1,529.65 Vendor: 5270 JUDITH KOVACS Check Sequence: 61 ACH Enabled: True 9/4/2020 Farmers Market Token Collection Log - 9/3/20 32.00 09/15/2020 226-45127-431992 Check Total: 32.00 Vendor: 3829 STEVE LANGANKI Check Sequence: 62 ACH Enabled: True 1276 porta toilet rental - 7/22-8/18/2020 (24) parks; (2 1,405.45 09/15/2020 101-45201-431901 Check Total: 1,405.45 Vendor: 1290 LEAGUE OF MINNESOTA CITIES Check Sequence: 63 ACH Enabled: False 9/1/2020 MN Mayors Assoc Membership 9/1/20 - 8/31/20 30.00 09/15/2020 101-41110-443300 9/l/2020 Annual Membership 9/1/20 - 12/31/20 4,279.33 09/15/2020 101-41310-443300 9/l/2020 Annual Membership 1/1/21 - 8/31/21 8,558.67 09/15/2020 101-00000-155010 Check Total: 12,868.00 Vendor: 4455 HALLIE LEFFINGWELL Check Sequence: 64 ACH Enabled: False 8/31/2020 chalk art project - MontiArts 150.00 09/15/2020 101-45204-431990 Check Total: 150.00 Vendor: 3522 LIVE LAUGH AND BLOOM Check Sequence: 65 ACH Enabled: False 9/l/2020 EDA Small Business Emergency Grant Program 5,000.00 09/15/2020 213-46301-443990 Check Total: 5,000.00 Vendor: 3933 CHARLES LONG Check Sequence: 66 ACH Enabled: False 9/4/2020 Farmers Market Token Collection Log - 8/20/20 110.00 09/15/2020 226-45127-431992 Check Total: 110.00 Vendor: 1300 DOUGLAS WILLIAM LYSENG Check Sequence: 67 ACH Enabled: True 1400 On Site IT Services - June 2020 1,912.50 09/15/2020 702-00000-431990 1400 GODaddy Renewal, Montior for MCC CheckIn, 695.00 09/15/2020 702-00000-421990 Check Total: 2,607.50 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 68 ACH Enabled: True 307269 resale- cigarettes 1,695.66 09/15/2020 609-49750-425500 307269 resale- tobacco; plastic cups; barware; etc 1,382.25 09/15/2020 609-49750-425400 AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 10 Check Total: 3,077.91 Vendor: 1386 M -R SIGN CO INC Check Sequence: 69 ACH Enabled: True 208072 (4) assrt. street signs 95.69 09/15/2020 101-43120-422600 208222 (10) assrt. street signs 325.33 09/15/2020 101-43120-422600 Check Total: 421.02 Vendor: 1305 MACQUEEN EQUIPMENT LLC Check Sequence: 70 ACH Enabled: False P29683 Vactor replace incorrect repair parts with correct -350.00 09/15/2020 602-49490-440500 W06814 Vactor diagnose and repair parts- joystick 2,242.84 09/15/2020 602-49490-440500 Check Total: 1,892.84 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 71 ACH Enabled: True 1782 (250) M.H. - business cards; creative fee 88.00 09/15/2020 101-43120-421990 Check Total: 88.00 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 72 ACH Enabled: True 21931407 (469) gal diesel @ $1.71 803.45 09/15/2020 101-43120-421200 21931408 (598) gal unleaded @ $1.77 1,056.62 09/15/2020 101-43120-421200 Check Total: 1,860.07 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 73 ACH Enabled: False 422396531 8/19/20 - 9/19/20 - Contract Payment 249.34 09/15/2020 702-00000-441500 422396531 Supply Freight Fee 10.00 09/15/2020 702-00000-441500 Check Total: 259.34 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 74 ACH Enabled: False 629416 Qtrly Maintenance Agreement #C0520 - MCC - 512.50 09/15/2020 226-45126-431900 629421 C0560 annual mntc. agreement 9/1/20-8/31/21 - 2,996.00 09/15/2020 609-49754-431900 Check Total: 3,508.50 Vendor: 3187 MES - MUNICIPAL EMERGENCY SERVICES Check Sequence: 75 ACH Enabled: False IN1489637 (2) Seek Reveal Fire Pro; (2) Gear Keeper w/ ah 1,067.98 09/15/2020 101-42500-421990 Check Total: 1,067.98 Vendor: 1328 MIDWAY IRON & METAL CO INC Check Sequence: 76 ACH Enabled: False 468368 (2) 24' sq. tube steel; 4'x8' 3/4" steel; 658.50 09/15/2020 101-45201-421990 AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 11 Check Total: 658.50 Vendor: 4216 MINNESOTA EQUIPMENT Check Sequence: 77 ACH Enabled: False P30129 (2) filter elements 62.06 09/15/2020 101-45201-422990 Check Total: 62.06 Vendor: 2653 MINNESOTA SECRETARY OF STATE - NOTE Check Sequence: 78 ACH Enabled: False 9/8/2020 Notary Renewal Application (VL) 120.00 09/15/2020 101-41310-431990 Check Total: 120.00 Vendor: 5555 MN SURPLUS SERVICES Check Sequence: 79 ACH Enabled: False 52355 Kifco B130 water reek - Parks 995.00 09/15/2020 101-45201-424100 Check Total: 995.00 Vendor: 2512 MONTICELLO PLBG HTG AC LLC Check Sequence: 80 ACH Enabled: False 21444 serv. charge - repair to Sterling unit heater 55.00 09/15/2020 101-45201-440100 21444 labor - repair to Sterling unit heater 90.00 09/15/2020 101-45201-440100 Check Total: 145.00 Vendor: 5284 MP ASPHALT MAINTENANCE LLC Check Sequence: 81 ACH Enabled: False 106 micro -surfacing Monticello trails 38,000.00 09/15/2020 101-45201-440910 Check Total: 38,000.00 Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 82 ACH Enabled: True 1275631 center chamber ASM' (5) screw -can 202.25 09/15/2020 101-45201-422990 Check Total: 202.25 Vendor: 5558 JOSHUA MYLES Check Sequence: 83 ACH Enabled: False 9/2/2020 DJ Entertainment @ Father/Daughter Dance 200.00 09/15/2020 226-45127-431990 Check Total: 200.00 Vendor: 1943 NIHCA - NATL INDEPENDENT HEALTH CLI Check Sequence: 84 ACH Enabled: False 104107 Annual Membership - Manages Fitness Reimbur 399.00 09/15/2020 226-45122-443300 Check Total: 399.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 85 ACH Enabled: True AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference 24911 Aug 2020 - Technical Assistance - City Projects 2,748.20 09/15/2020 101-41910-431990 24912 Copperhead Expansion CUP - August 2020 89.00 09/15/2020 101-41910-431990 24912 202022 - Schneider Concept Review - August 2( 2,118.20 09/15/2020 101-00000-220110 24912 202023 - Goddard School Concept - August 202 1,246.00 09/15/2020 101-00000-220110 24912 202002 - West Metro Photo Bldg PUD Amendm 1,004.40 09/15/2020 101-00000-220110 24912 202024 - Affordable Storage PUD - August 202 1,566.40 09/15/2020 101-00000-220110 24913 Aug 2020 - Technical Assistance - Meetings 150.00 09/15/2020 101-41910-431990 Check Total: 8,922.20 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 86 ACH Enabled: True 630200907NS2 solar rebate program June 2020 period 40,587.76 09/15/2020 101-41310-443992 Check Total: 40,587.76 Vendor: 3011 PATRICIA OLSON Check Sequence: 87 ACH Enabled: False 9/8/2020 202015 - Escrow Refund Lot Split 545.80 09/15/2020 101-00000-220110 Check Total: 545.80 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 88 ACH Enabled: True 8375430 (2) welding helmets: (1) mounting hardward hea 554.61 09/15/2020 101-43127-424100 Check Total: 554.61 Vendor: 5566 PARK CONSTRUCTION Check Sequence: 89 ACH Enabled: False refund 8-20-19 refund Water Use Permit Dep. $2000-242.77 use 2,000.00 09/15/2020 601-49440-371120 refund 8-20-19 refund Water Use Permit Dep. $2000-242.77 use -226.10 09/15/2020 601-49440-371120 refund 8-20-19 refund Water Use Permit Dep. $2000-242.77 use -16.67 09/15/2020 601-00000-208100 Check Total: 1,757.23 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 90 ACH Enabled: False 6084443 resale- liquor 3,392.85 09/15/2020 609-49750-425100 6084443 freight 34.39 09/15/2020 609-49750-433300 6084444 freight 13.41 09/15/2020 609-49750-433300 6084444 resale- mix 376.00 09/15/2020 609-49750-425400 6085397 resale - liquor 1,865.32 09/15/2020 609-49750-425100 6085397 freight 22.15 09/15/2020 609-49750-433300 6085398 freight 28.30 09/15/2020 609-49750-433300 6085398 resale- mix 31.00 09/15/2020 609-49750-425400 6085398 resale- wine 1,092.70 09/15/2020 609-49750-425300 Check Total: 6,856.12 AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5564 POLARIS CHIROPRACTIC LLC Check Sequence: 91 ACH Enabled: False 9/8/2020 EDA Small Business Emergency Chant Program 5,000.00 09/15/2020 213-46301-443990 Check Total: 5,000.00 Vendor: 5454 PROFESSIONAL CLEANING SERVICES LLC Check Sequence: 92 ACH Enabled: False 1052 Cleaning Services - August - Head End 380.00 09/15/2020 656-00000-202099 1052 Cleaning Services - August - Prairie Center 420.00 09/15/2020 101-41941-431100 1052 Cleaning Services - August - Library 1,560.00 09/15/2020 101-45501-431100 Check Total: 2,360.00 Vendor: 5561 PURAM LLC Check Sequence: 93 ACH Enabled: False 9/8/2020 EDA Small Business Emergency Grant Program 5,000.00 09/15/2020 213-46301-443990 Check Total: 5,000.00 Vendor: 5431 QUADIENT FINANCE USA INC Check Sequence: 94 ACH Enabled: False 9/3/2020 Postage Purchased 8/18/20 1,000.00 09/15/2020 101-00000-155010 9/3/2020 Postage Pkg - Finance 7.54 09/15/2020 101-41520-432200 9/3/2020 Postage for Title & Registration Pkgs DMV Aug 154.48 09/15/2020 217-41990-432200 Check Total: 1,162.02 Vendor: 5552 RON RADEMACHER Check Sequence: 95 ACH Enabled: False 8-20-20 BCOL pond treatment 520.00 09/15/2020 101-45201-431990 Check Total: 520.00 Vendor: 5502 ALEX ROWLAND Check Sequence: 96 ACH Enabled: True 9/4/2020 Farmers Market Token Collection Log - 8/27 & ! 111.00 09/15/2020 226-45127-431992 Check Total: 111.00 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 97 ACH Enabled: True A37858 hollow metal door; door closer: labor: etc- New ] 1,239.05 09/15/2020 101-45201-440100 A37896 (5) reconditioned locks;(2) rpr.r exit paddle; (3) : 640.00 09/15/2020 101-45201-440100 A37898 repin M3 kik - disassemble, clean & lubricate - 1 30.00 09/15/2020 601-49440-440100 A37898 repin M3 kik - disassemble, clean & lubricate - 1 30.00 09/15/2020 602-49490-440990 Check Total: 1,939.05 Vendor: 5079 S W WOLD Check Sequence: 98 ACH Enabled: False 9/2/2020 Escrow Refund - 9171 Orchargd Cir W/Autumn 2,000.00 09/15/2020 101-00000-220110 9/2/2020 Escrow Refund - 9139 Apple Lane/Autumn Rid€ 2,000.00 09/15/2020 101-00000-220110 AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 9/2/2020 Escrow Refund - 9182 Orchard Cir E/Autumn R 2,000.00 09/15/2020 101-00000-220110 9/2/2020 Escrow Refund - 9220 Orchard Cir/Autumn Ridgy 2,000.00 09/15/2020 101-00000-220110 9/2/2020 Escrow Refund - 9130 Apple Lane/Autumn Ridgy 2,000.00 09/15/2020 101-00000-220110 Check Total: 10,000.00 Vendor: 4981 STEVE SCHILLEWAERT Check Sequence: 99 ACH Enabled: False 72028 Riverside cemetery July 2020 lawn maintc. 1,150.00 09/15/2020 651-49010-431050 72029 Hillside cemetery July 2020 lawn maintc. 1,225.00 09/15/2020 101-45201-431050 82028 Riverside cemetery July 2020 lawn maintc. 2,300.00 09/15/2020 651-49010-431050 82029 Hillside cemetery Aug. 2020 lawn maintc. 1,750.00 09/15/2020 101-45201-431050 Check Total: 6,425.00 Vendor: 5391 SCHULENDER CONSTRUCTION, INC. Check Sequence: 100 ACH Enabled: False 24505 emergency repair River Street- equipment; (56) ' 4,133.00 09/15/2020 602-49490-440990 Check Total: 4,133.00 Vendor: 3751 CHRISTINE SCHYMA Check Sequence: 101 ACH Enabled: False 9/4/2020 Farmers Market Token Collection Log - 8/20/20 166.00 09/15/2020 226-45127-431992 Check Total: 166.00 Vendor: 5553 SEE BEE GLASS Check Sequence: 102 ACH Enabled: False 9-8-2017orklift Clark Forklift 6,000.00 09/15/2020 101-45201-424100 Check Total: 6,000.00 Vendor: 4148 SHERWIN WILLIAMS CO. #3442 Check Sequence: 103 ACH Enabled: False 8413-2 (20) 5 gal br. white sstripe 229.60 09/15/2020 101-45203-421990 Check Total: 229.60 Vendor: 5211 RANDI ANN SMELSER Check Sequence: 104 ACH Enabled: False 9/4/2020 Reimbursement - Misc Supplies: Food, Liter, Ch 128.69 09/15/2020 101-42700-421990 9/8/2020 Semi Monthly Contract Payment 1,575.00 09/15/2020 101-42700-431200 Check Total: 1,703.69 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 105 ACH Enabled: False 1990872 resale- liquor 2,255.61 09/15/2020 609-49750-425100 1990872 freight 23.80 09/15/2020 609-49750-433300 1990873 freight 1.40 09/15/2020 609-49750-433300 1990873 resale - mix 40.12 09/15/2020 609-49750-425400 AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference 1990874 resale - wine 1,188.00 09/15/2020 609-49750-425300 1990874 freight 19.60 09/15/2020 609-49750-433300 Check Total: 3,528.53 Vendor: 4672 SPECIALTY SOLUTIONS LLC Check Sequence: 106 ACH Enabled: False 150118 (4) cs. Roundup 432.00 09/15/2020 101-45201-421600 Check Total: 432.00 Vendor: 1497 SPECTRUM SUPPLY COMPANY Check Sequence: 107 ACH Enabled: True 70190 (40) safety eyeware; (12) cowhide gloves;l2cs a 701.44 09/15/2020 101-42500-421990 73979 cs. t. tissue; (4) cs. paper towels; cs. Neutralfilm 200.04 09/15/2020 101-45201-421990 Check Total: 901.48 Vendor: 4513 AARON STAEHNKE Check Sequence: 108 ACH Enabled: True 9/4/2020 Farmers Market Token Collection Log - 8/27 &! 83.00 09/15/2020 226-45127-431992 Check Total: 83.00 Vendor: 4006 SUMMIT COMPANIES Check Sequence: 109 ACH Enabled: False 1554216 annual fire extinguisher maint. (51); (4) hydro cl 489.78 09/15/2020 101-45201-440100 Check Total: 489.78 Vendor: 5550 THE APPRAISAL GROUP LTD Check Sequence: 110 ACH Enabled: False 2020338 200002 PRELIM - Appraisal for Project 3,000.00 09/15/2020 101-43111-430300 Check Total: 3,000.00 Vendor: 5314 THE LAKOTA GROUP INC Check Sequence: 111 ACH Enabled: True 19028-12 Monticello Comprehensive Plan - July 2020 7,942.00 09/15/2020 101-41910-431990 Check Total: 7,942.00 Vendor: 5443 TNC INDUSTRIES, INC Check Sequence: 112 ACH Enabled: False 35627 vehicle exhaust system- (2) wireless transmitters 399.00 09/15/2020 101-42200-440100 Check Total: 399.00 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 113 ACH Enabled: False 709002 resale - mix 22.80 09/15/2020 609-49750-425400 Check Total: 22.80 AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1543 US BANK TRUST SERVICES Check Sequence: 114 ACH Enabled: False 5853374 GO Bonds 2020A - Acceptance Fees 850.00 09/15/2020 400-43300-462030 Check Total: 850.00 Vendor: 1544 US POSTAL SERVICE Check Sequence: 115 ACH Enabled: False 9/8/2020 PI 42 - UB Sept Billing (3691 pcs) (1/2) 848.93 09/15/2020 601-49440-432200 9/8/2020 PI 42 - UB Sept Billing (3691 pcs) (1/2) 848.93 09/15/2020 602-49490-432200 Check Total: 1,697.86 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 116 ACH Enabled: True 2582473 resale - soda pop 596.90 09/15/2020 609-49750-425400 Check Total: 596.90 Vendor: 1684 VINOCOPIA Check Sequence: 117 ACH Enabled: True 262878 resale- liquor 429.88 09/15/2020 609-49750-425100 262878 freight 6.00 09/15/2020 609-49750-433300 Check Total: 435.88 Vendor: 1555 VONCO II LLC Check Sequence: 118 ACH Enabled: False V20000057199 (2.27) TN waste; environmental fee 110.97 09/15/2020 101-45201-443990 Check Total: 110.97 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 119 ACH Enabled: False 8157 August 2020 - Water Testing 240.00 09/15/2020 601-49440-431990 Check Total: 240.00 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 120 ACH Enabled: False 9661 Labor - Removed Light & Checked Circuit @ Li 130.00 09/15/2020 101-45501-440100 9667 labor- repair lights Hi -Way Liquor 140.00 09/15/2020 609-49754-440100 9667 parts- repair lights Hi -Way Liquor 5.92 09/15/2020 609-49754-440100 9671 labor- replace ballasts exhaust fan (5) ballast; (4( 200.00 09/15/2020 609-49754-440100 9671 parts- replace ballasts exhaust fan (5) ballast; (4( 138.10 09/15/2020 609-49754-440100 Check Total: 614.02 Vendor: 1572 THE WINE COMPANY Check Sequence: 121 ACH Enabled: True 150947 resale- wine 256.00 09/15/2020 609-49750-425300 150947 freight 4.20 09/15/2020 609-49750-433300 AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 16 Invoice No Description Amount Payment Date Acct Number Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 17 Check Total: 260.20 Vendor: 5027 ERICA WITZMANN Check Sequence: 122 8-20-20 photos for Park Shelters - (7) Ellison;West & Ea: 700.00 09/15/2020 101-45201-431990 Check Total: 700.00 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 123 ELECT 20-9 ES & S Protective Shields for Elections 1,893.31 09/15/2020 101-42500-424101 Check Total: 1,893.31 Vendor: 1581 WRIGHT CO RECORDER Check Sequence: 124 202000000050 202013 - Variance Lichty #A 1432065 46.00 09/15/2020 101-41910-430400 202000000050 202016 - CUP Haman #A 1434290 46.00 09/15/2020 101-41910-430400 202000000050 202018 - Variance Holtz #A 1434291 46.00 09/15/2020 101-41910-430400 202000000050 Mortgage Satisfaction Blackwell #A 1434292 46.00 09/15/2020 213-46301-443990 202000000050 Mortgage Satisfaction #A 1434764 46.00 09/15/2020 213-46301-443990 202000000060 Keiser Mortgage Satisfaction #A 1435580 46.00 09/15/2020 101-41910-430400 202000000060 202015 - Subdivision Olson #A 1436334 46.00 09/15/2020 101-41910-430400 202000000060 202011 - Amendment Misc #A 1436335 46.00 09/15/2020 101-41910-430400 Check Total: 368.00 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 125 002596-400 42 16CO06 - Fallon Ave Improvements - July 2020 479.50 09/15/2020 400-43300-430300 R011473-000 28 18CO01 - 2018 Pedestrian Improvement Project 297.50 09/15/2020 400-43300-459013 R011744-000 27 16CO01 PHASE 1 - BCOL Phase 1 Design - Jul 1,019.00 09/15/2020 229-45202-453011 R011923-000 18 201815 - Haven Ridge Plan Review - July 2020 182.00 09/15/2020 101-00000-220110 R013121-000 15 19D001 - Featherstone 4th Addition - July 2020 793.00 09/15/2020 400-43300-459014 R014321-000 11 201924 - Buchholtz Concept PUD/Monti Apts - . 665.25 09/15/2020 101-00000-220110 R014511-000 8 Downtown Redevelop Project - July 2020 136.50 09/15/2020 213-46301-431990 R014709-000 12 200001 - 2020 Street Improvement Project - Jul, 43,283.00 09/15/2020 400-43300-459021 R015355-000 7 2020 Economic Development Services - July 20 1,525.00 09/15/2020 213-46301-431990 R015362-000 2 2020 WCA Services - July 2020 480.00 09/15/2020 101-43111-430300 R015379-000 6 2020 Maps -July 2020 1,554.00 09/15/2020 101-43111-430300 R016082-000 4 200003 - Birchwood Ave Expansion - July 2020 490.00 09/15/2020 229-45202-453012 R016234-000 3 Industrial Park Feasibility Study - July 2020 (1/: 2,653.18 09/15/2020 101-43111-430300 R016234-000 3 Industrial Park Feasibility Study - July 2020 (M 2,653.18 09/15/2020 101-41910-430300 R016386-000 2 202017 - Duffy Affordable Apt Concept Plan Re 86.00 09/15/2020 101-00000-220110 R016588-000 1 Speed Limit Policy Review - July 2020 1,642.25 09/15/2020 101-43111-430300 ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 17 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 57,939.36 Total for Check Run: 503,782.98 Total of Number of Checks: 125 The preceding list of bills payable was reviewed and approved for payment. Date: 9/14/20 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (09/09/2020 - 12:19 PM) Page 18 City Council Agenda: 9/14/2020 2B. Consideration of approving new hires and departures for City departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring/departure of all listed employees including part-time and seasonal workers. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire/departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires/departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new/terminated employees NEW EMPLOYEES Name Title Department Hire Date Lindsey Jones Clerk Liquor Store 8/25/20 Angie Piepenhagen* Clerk DMV 8/29/20 TERMINATING EMPLOYEES Class PT FT- Temp Name Reason Department Last Day Class Hannah Woolston Voluntary MCC 8/12/20 PT Jack Saunders Voluntary Parks 8/20/20 Seasonal Dylan Nelson Voluntary Parks 8/27/20 Seasonal Kasondra Foley Involuntary LS/DMV 9/7/20 Seasonal * Promoted to FT on a temp basis New Hire and Terms City Council 2020: 9/8/2020 City Council Agenda: 9/14/2020 2C. Consideration of approving the sale of Monticello Fire Station surplus property (SR) A. REFERENCE AND BACKGROUND: The Council is asked to declare certain items as surplus property and authorize the sale or disposal of those items. The Fire Department is disposing of vehicle extrication tools and a Honda Generator. Al. Budget Impact: Varies by the value of the property. A2. Staff Work Load Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to approve the sale of the items. 2. Motion to deny the sale or disposal of surplus property as recommended. C. RECOMMENDATION: Staff Recommends Option 1 to approve the sale or disposal of surplus property as identified. D. SUPPORTING DATA: A. Surplus List B. Photo 1 Equipment/Supplies Surplus List Department: Fire 1. $100,000 + A. B. 2. $50,000 - $100,000 A. B. 3. $25,000.00 - $50,000.00 A. B. 4. $10,000 - $25,000 A. B. C. 5. $2,500 - $10,000 A. B. C. 6. $1,000 - $2,500 A. Vehicle Extrication tools B. C. 7. $100 - $1,000 A. Honda Generator B. C. 8. $0-$100 A. B. C. Date: 9/15/2020 • M �Q w r O i t 4 r 3 a ..s 1 w City Council Agenda: 9/14/2020 2D. Consideration of adopting Resolution 2020-63 accepting a donation of $29,395.42 from Presbyterian Homes for the River Walk (JS) A. REFERENCE AND BACKGROUND: The Council is being asked to approve a donation of $29,395.42 from Presbyterian Homes (Mississippi Shores) for the River Walk. Al. Budget Impact: The donations will help pay for the expenses of the trail. A2. Staff Workload Impact: NA B. ALTERNATIVE ACTIONS: 1. Motion to adopting Resolution 2020-63 accepting the contributions and authorize use of funds as specified. 2. Motion to deny the contribution and return the funds to the donors. C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contributions. D. SUPPORTING DATA: • Resolution 2020-63 1 CITY OF MONTICELLO RESOLUTION NO. 2020-63 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DES ON IL I VALUE Presbyterian Homes iMsb 1W $29,395.42 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and 16, 'AL kL WHEREAS, the City CouncilVhheby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLy tCounc onticello as follows: 1. The contributions desbove are hereb ace by the City of Monticello. 2. The contributions described above will be s d ignated by the donor. This may entail reimbursing or allocating the mon another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY PURPOSE/AMOUNT Presbyterian Homes I River Walk Trail/$29,395.42 Jennifer Schreiber, City Clerk >nticello this 14 h day of September, 2020. Brian Stumpf, Mayor City Council Agenda: 9/14/2020 2E. Consideration of approving purchase of eleven handheld radios from Motorola/Ancom in the amount of $50,831. (SG, MM,) A. REFERENCE AND BACKGROUND: City Council is asked to accept quote from Motorola/Ancom for the purchase of 11 additional handheld radios. Our current radio count of 21 requires our firefighters to share them during calls and training exercises. With Covid-19 concerns, it is best for each firefighter to have their own radio as these radios have close contact to the mouth when speaking. They also are difficult to sanitize properly due to the electronic construction of the microphones. The additional radios purchased will allow each individual firefighter to have their own radio to use, which will help in preventing the possible transmission of COVID-19. The radios are imperative in order for the members to communicate with units on the scene or in training. Additional quotes were not obtained because the Fire Department already uses units from Motorola/Ancom. Al. Budget Impact: This purchase was not budgeted for in 2020. Based on eligibility criteria for CARES Act funding, staff believes this expenditure is eligible. However, in the event this expenditure is deemed ineligible upon further external review, the City would need to draw from reserves in the General fund to cover it. A2. Staff Workload Impact: Minimal. The radios need very little maintenance, and programming them can be done in-house quickly. B. ALTERNATIVE ACTIONS: 1. Motion to approve purchase of 11 handheld radios from Motorola/Ancom in the amount of $50,831. 2. Motion to deny. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Quote from Motorola/Ancom per state bid contract 20927 MN DOT 119587 0 A01070ROLA SOLUTIONS QUOTE -1324488 The design, technical, pricing, and other information ("Information') furnished with this submission is confidential proprietary information of Motorola Solutions, Inc. ("Motorola') and is submitted with the restriction that it is to be used for evaluation purposes only. To the fullest extent allowed by applicable law, the Information is not to be disclosed publicly or in any manner to anyone other than those required to evaluate the Information without the express written permission of Motorola. MOTOROLA„ MOTO, MOTOROLA SOLUTIONS, and the Stylized M Logo are trademarks or registered trademarks of Motorola Trademark Holdings, LLC and are used under license. All other trademarks are the property of their respective owners. © 2016 Motorola Solutions, Inc. All rights reserved. 0 A6070MOLA SOLUTIONS 08/19/2020 MONTICELLO, CITY OF 505 WALNUT ST STE 1 MONTICELLO, MN 55362 RE: Motorola Quote for 11 APX6000XE 2.5 PBLS with Accessories Dear Dan Klein, QUOTE -1324488 Motorola Solutions, Inc. is pleased to present MONTICELLO, CITY OF with this quote for quality communications equipment and services. The development of this quote provided us the opportunity to evaluate your requirements and propose a solution to best fulfill your communications needs. This information is provided to assist you in your evaluation process. Our goal is to provide MONTICELLO, CITY OF with the best products and services available in the communications industry. Please direct any questions to Randy Beach at randy.beach@ancom.org. We thank you for the opportunity to provide you with premier communications and look forward to your review and feedback regarding this quote. Sincerely, Randy Beach Account Manager Motorola Solutions Manufacturer's Representative 0 MOTCOROLA SOLUTIONS Billing Address: Shipping Address: MONTICELLO, CITY OF MONTICELLO FIRE 505 WALNUT ST STE 1 DEPARTMENT MONTICELLO, MN 55362 103 CHELSEA RD US MONTICELLO, MN 55362 US QUOTE -1324488 11 APX6000XE 2.5 PBLS with Accessories Quote Date:08/19/2020 Expiration Date: 11/17/2020 Quote Created By: Randy Beach Account Manager randy.beach@ancom.org 763-428-7884 End Customer: MONTICELLO, CITY OF Dan Klein dan.klein@ci.monticello.mn.us 763-271-7463 Contract: 20927 - MN DOT 119587 RFQ Number:NA $3,026.00 APXTm 6000 Series APX6000 XE $0.00 1 H98UCF9PW6BN APX6000 700/800 MODEL 2.5 11 $2,475.00 $800.00 PORTABLE $6,600.00 1a Q667BB ADD: ADP ONLY (NON -P25 11 $900.00 $9,900.00 CAP COMPLIANT) $386.25 1b Q361AR ADD: P25 9600 BAUD 11 $0.00 $0.00 TRUNKING 1C QA02006AA ENH: APX6000XE RUGGED 11 RADIO 1d QA09000AA ADD: DIGITAL TONE 11 SIGNALING 1e H38BT ADD: SMARTZONE 11 OPERATION 1f Q806BM ADD: ASTRO DIGITAL CAI 11 OPERATION 1g QA01427AB ALT: IMPACT GREEN 11 HOUSING 1h QA05100AA ENH: STD 1 YR WARRANTY 11 APPLIES NO SFS QUOTE -1324488 11 APX6000XE 2.5 PBLS with Accessories Quote Date:08/19/2020 Expiration Date: 11/17/2020 Quote Created By: Randy Beach Account Manager randy.beach@ancom.org 763-428-7884 End Customer: MONTICELLO, CITY OF Dan Klein dan.klein@ci.monticello.mn.us 763-271-7463 Contract: 20927 - MN DOT 119587 RFQ Number:NA $3,026.00 $1,853.50 $20,388.50 $0.00 $0.00 $0.00 $300.00 $225.00 $2,475.00 $800.00 $600.00 $6,600.00 $150.00 $112.50 $1,237.50 $1,200.00 $900.00 $9,900.00 $515.00 $386.25 $4,248.75 $25.00 $18.75 $206.25 $0.00 $0.00 $0.00 Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of use and Purchase Terms and Conditions govern the purchase of the Products. Page 3 0 MOTOROLA SOLUTIONS QUOTE -1324488 11 APX6000XE 2.5 PBLS with Accessories 2 NNTN8860A CHARGER, SINGLE -UNIT, 11 $165.00 $112.50 $1,237.50 IMPRES 2, 3A, 115VAC, US/NA 3 PMMN4107C XE500 EXTREME TEMP 11 $550.00 $412.50 $4,537.50 REMOTE SPKR MIC GREEN, NEXT GEN FIRE RSM MODEL 1.5 Grand Total $50,831.00(USD) Notes: • PLEASE BE ADVISED: Motorola Solutions is moving towards being more environmentally green and emailing invoices. You may receive an email invoice instead of a mailed invoice, depending on the purchase. In addition, the invoice may have a new address for submitting payments. If you have any questions or would like to change where your electronic invoices will be delivered, please contact your credit analyst or dial 800-422-4210. Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of use and Purchase Terms and Conditions govern the purchase of the Products. Page 4 City Council Agenda: 9/14/2020 2F. Consideration of approving purchase of Fire Department SCBA Air Packs in the amount of $189,434.81(MM) A. REFERENCE AND BACKGROUND: City Council is asked to accept quote from Emergency Response Solutions (ERS) for the purchase of 21 SCBA Air packs. This purchase has been in the CIP. We were unable to gather multiple quotes due to the specific nature of these packs, and there is only one vendor to choose from. Our new SCBA (Self Contained Breathing Apparatus) Air Packs will be used during all calls where there is the potential to inhale anything toxic or harmful to our health. Those calls include all structure fires, vehicle fires, hazardous materials calls, or anything else similar in nature. Our current packs are 15 years old and are at the end of their useful life. They can be recertified every 5 years for a total use of 15 years, and at that time they can no longer be tested and recertified. We currently have 24 of these air packs, and approximately 50 of the bottles that hold the air. Due the large expense of these packs, we have decided to reduce the total we need to 21, saving our department over $19,500. We are looking to buy 54 bottles total with the packs as well. This purchase also includes purchasing new masks for each individual firefighter. These masks are sized to fit the individual and are not shared to prevent spread of disease and bacteria. That has been our protocol to have these individual masks for the last 12 years. We are asking council to approve the purchase of these for our Department at this time so we can have them here before our old ones expire in summer of 2021. We expect them to take approximately 20 weeks after ordering to arrive. We currently have this same MSA brand that we are replacing with similar ones that have upgraded technology. We have decided to stay with this brand as we had good luck in the past with them, as well as the Monticello Nuclear Plant (Xcel Energy) just recently purchased a large number of these exact same models, which gives us the ability to share our bottles with them on very large-scale incidents. A number of our neighboring mutual aid partners also chose this same brand for the same reasons. Al. Budget Impact: This item was included in the CIP for 2021 and would be paid for once order is received towards the beginning of 2021. A2. Staff Workload Impact: Minimal, they are checked and cleaned once monthly. B. ALTERNATIVE ACTIONS: 1. Motion to approve purchase of SCBA Packs from ERS. 2. Motion to deny purchase of SCBA Packs from ERS. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. City Council Agenda: 9/14/2020 A SUPPORTING DATA: • Quote from Emergency Response Solutions rMERGENCYRESPONSE SOLUTIONS "Response is our Middle Name" MSA G1 4500PSIG SCBA REVISED PURCHASE QUOTE PREPARED FOR: MONTICELLO FIRE DEPARTMENT QUANTITY: DESCRIPTION: UNIT PRICE: TOTAL: 54 CARRIER HARNESS CONFIGURATION: $993.19 $53,632.26 21 MSA G1 GLOBAL SCBA FIRE SERVICE EDITION. 2018 $5,150.75 $108,165.75 54 NFPA COMPLIANT. 15 YEAR WARRANTY. $N/C $N/C ATO G1 FS- 441 MA2COLAR 4 - 4500 PSIG SYSTEM OPERATING PRESSURE 4 - CGA QUICK CONNECT REMOTE CONNECTION 1 - STANDARD HARNESS WITHOUT CHEST STRAP M - METAL CYLINDER BAND A - ADJUSTABLE SWIVELING LUMBAR PAD 2- SOLID COVER REGULATOR, LEFT SHOULDER C - CONTINUOUS REGULATOR HOSE 0 - NO EMERGENCY BREATHING SUPPORT L - LEFT CHEST VOICE AMP SPEAKER MODULE A - RIGHT SHOULDER PASS W/ STANDARD CONTROL MODULE R- RECHARGEABLE BATTERY TYPE -(1) BATTERY INCLUDED W/ EVERY CARRIER PURCHASED * FACE PIECE AND CYLINDER PURCHASED SEPARATELY BELOW. CARRIER HARNESS OPTION(S): 21 ADD CHEST STRAP $18.22 $382.62 21 ADD EXTENDAIRE II EMERGENCY BREATHING SUPPORT $488.54 $10,259.34 NFPA 2018 COMPLIANT Emergency Response Solutions, LLC 4817 Viking Blvd. NE Ste 102, East Bethel, MN 55092 Phone 651-464-1010 CYLINDER OPTION(S): 54 MSA 10175708 G1-4500 PSIG, 45 MIN Low PROFILE SUPER LITE CYLINDER W/ CGA QUICK CONNECT ADAPTER $993.19 $53,632.26 CUSTOM LOGOED/NUMBERED CYLINDER OPTION: 54 CUSTOM LOGOED AND/OR NUMBERED CYLINDERS ARE AVAILABLE AT $N/C $N/C $N/C Emergency Response Solutions, LLC 4817 Viking Blvd. NE Ste 102, East Bethel, MN 55092 Phone 651-464-1010 EMERGENCYRESPONSE SOLUTIONS "Response is our Middle Name" Emergency Response Solutions, LLC 4817 Viking Blvd. NE Ste 102, East Bethel, MN 55092 Phone 651-464-1010 *CUSTOM LOGOS AND/OR NUMBERS ADDED TO CYLINDERS - $172,439.97 32 WILL EXTEND PRODUCT DELIVERY TO: 12 TO 16 WEEKS $296.48 $9,487.36 1 DEPENDING UPON CYLINDER MANUFACTURER'S ABILITY TO $535.72 $535.72 COMPLETE CYLINDER PRODUCTION*** Emergency Response Solutions, LLC 4817 Viking Blvd. NE Ste 102, East Bethel, MN 55092 Phone 651-464-1010 SCBA CARRIER HARNESS AND CYLINDER SUB -TOTAL - $172,439.97 32 (ONLY) $296.48 $9,487.36 Emergency Response Solutions, LLC 4817 Viking Blvd. NE Ste 102, East Bethel, MN 55092 Phone 651-464-1010 FACE PIECE: 32 MSA 10161810 G1 GLOBAL FACE PIECE FIRE SERVICE $296.48 $9,487.36 1 EDITION W/ INTERNAL HEADS UP DISPLAY (HUD). 2018 $535.72 $535.72 NFPA COMPLIANT. 15 YEAR WARRANTY. 4 ATO G1 FP- FM1 M4C1 $358.08 $1,432.32 F - FIRE SERVICE EDITION (NFPA/NIOSH) M - MEDIUM SIZE FACE PIECE BLANK 1 - HYCAR RUBBER COMPOSITION 1 M - MEDIUM NOSE CUP $3,389.74 $3,389.74 4 - 4 PT ADJUSTABLE KEVLAR HEAD HARNESS C - HEAT RESISTANT CLOTH NECK STRAP 1 - FIXED "PUSH -TO -CONNECT" REGULATOR CONNECTION Emergency Response Solutions, LLC 4817 Viking Blvd. NE Ste 102, East Bethel, MN 55092 Phone 651-464-1010 OPERATIONAL EQUIPMENT: 6 MSA 10148741 -SP SPARE RECHARGEABLE BATTERY(S) $276.65 $1,659.90 1 MSA 10158385 KIT, 6 -POSITION CHARGING STATION, G1 $535.72 $535.72 SCBA 4 MSA 10162403 QUICK CONNECTOR W/ SCBA's INC. HE $358.08 $1,432.32 '/4 -FF -S'/4" M NPT HEx NIPPLE, MNPT x MNPT ADAPTER FOR FILL STATION RIT EQUIPMENT: 1 MSA 10206313 G1 4500 PSIG RIT SYSTEM W/ QUICK $3,389.74 $3,389.74 CONNECT REMOTE CONNECTION, G1 FACEPIECE, PURGE COVER REGULATOR, 6' QUICK FILL & UNIVERSAL EXTENDAIRE II SYSTEM (NFPA 2018 COMPLIANT), REMOTE PRESSURE GAUGE, AND URC *CYLINDER AND RIT BAG SOLD SEPARATELY (SEE INFO BELOW* LADDER TRUCK BREATHING AIR CONNECTION EQUIPMENT: 2 MSA 10208643 UNIVERSAL COUPLING, FEMALE QUICK $244.90 $489.80 DISCONNECT, SP (NFPA 2018 COMPLIANT) Emergency Response Solutions, LLC 4817 Viking Blvd. NE Ste 102, East Bethel, MN 55092 Phone 651-464-1010 EMERGENCYRESPONSE SOLUTIONS "Response is our Middle Name" Emergency Response Solutions, LLC 4817 Viking Blvd. NE Ste 102, East Bethel, MN 55092 Phone 651-464-1010 *THESE CONNECTORS ARE TO BE USED/INSTALLED WITH EXISTING CONNECTION EQUIPMENT PURCHASED ON 06-16- 2020* INITIAL IN-SERVICE FIT TESTING: ALL INITIAL QUANTITATIVE FACE PIECE FIT TESTING (WITH $N/C $N/C MEMBERS PRINTED REPORT AND DIGITAL COPY) SHALL BE PROVIDED AT $N/C FOR RECORDS. ERS WILL INCLUDE VARIOUS SIZES OF FACE PIECE ASSEMBLIES TO INSURE PROPER FIT FOR ALL MEMBERS PRIOR TO THE IN-SERVICE AND USE OF ALL SCBA EQUIPMENT. INITIAL IN-SERVICE FLOW TESTING: ALL MSA INITIAL QUANTITATIVE SCBA FLOW TESTING (WITH PRINTED $N/C $N/C G1 SCBA REPORT) SHALL BE PROVIDED AT $N/C FOR RECORDS. EACH UNITS SCBA UNIT WILL INCLUDE (1) INITIAL QUANTITATIVE SCBA FLOW TEST REPORT DELIVERED FROM THE FACTORY WITH EACH INDIVIDUAL UNIT. TRAINING: ALL IN-SERVICE SCBA TRAINING WILL BE PROVIDED BY A $N/C $N/C MEMBERS FACTORY TRAINED INSTRUCTOR IN A CLASSROOM SETTING DURING A TIME AGREED UPON BY THE FIRE DEPARTMENT. THIS INCLUDES A CUSTOMIZED POWER POINT PRESENTATION, AS WELL AS INDIVIDUAL HANDS-ON TRAINING UNTIL EVERY MEMBER IS COMPETENT ON THE COMPLETE USE OF THE SCBA. HANDS-ON TRAINING WILL INCLUDE, BUT IS NOT LIMITED TO: - EQUIPMENT FUNCTION AND OPERATION - DONNING AND DOFFING OF EQUIPMENT - CLEANING AND DECONTAMINATION OF EQUIPMENT - INSPECTION AND FUNCTIONAL TESTING OF EQUIPMENT - WARRANTY INFORMATION AND REPAIR/REPLACEMENT PROCEDURES A CUSTOMIZED POWER POINT FILE WILL BE PROVIDED TO THE DEPARTMENT FOR FUTURE REVIEW AS NEEDED AT $N/C. SERVICE PROVIDER INFORMATION: EMERGENCY RESPONSE SOLUTIONS HAS (2) FULL-TIME SERVICE STAFF MEMBERS AND (4) FULL-TIME SALES/ADMIN MEMBERS C.A.R.E CERTIFIED. THE SERVICE DEPARTMENT IS LOCATED CENTRALLY IN EAST BETHEL, MN. THERE IS ALSO A MOBILE MAINTENANCE UNIT THAT COVERS THE ENTIRE Emergency Response Solutions, LLC 4817 Viking Blvd. NE Ste 102, East Bethel, MN 55092 Phone 651-464-1010 EMERGENCYRrsPONSE SOLUTZONS "Response is our Middle Name" Date of Quotation: August 26th, 2020 Quote Expires in 30 Days We appreciate the opportunity to earn your Business! Emergency Response Solutions, LLC 4817 Viking Blvd. NE Ste 102, East Bethel, MN 55092 Phone 651-464-1010 STATE OF MINNESOTA. ALL MAINTENANCE AND SERVICE WORK PROVIDED IS DONE EITHER ON LOCATION, OR IN THE SERVICE DEPARTMENT AT THE OFFICE. TURN -AROUND TIMES ARE DIRECTLY RELATED TO WARRANTY PART REPLACEMENT AVAILABILITY (TYPICALLY 24 TO 48 HOURS). IN THE EVENT A SCBA UNIT IS NOT ABLE TO BE REPAIRED WITHIN A REASONABLE AMOUNT OF TIME, A TEMPORARY LOANER SCBA WILL BE AVAILABLE FOR REPLACEMENT. $N/C FREIGHT AND DELIVERY $N/C $N/C PURCHASE $189,434.81 TOTAL: EMERGENCY RESPONSE SOLUTION'S RETURN POLICY: "ALL RETURNS ARE SUBJECT TO EMERGENCY RESPONSE SOLUTIONS' RETURN POLICY - SPECIAL ORDER ITEMS CAN NOT BE CANCELLED OR RETURNED Date of Quotation: August 26th, 2020 Quote Expires in 30 Days We appreciate the opportunity to earn your Business! Emergency Response Solutions, LLC 4817 Viking Blvd. NE Ste 102, East Bethel, MN 55092 Phone 651-464-1010 City Council Agenda: 09/14/2020 2G. Consideration of a request for a PUD (Planned Unit Development) Adiustment at the Ultra Machining Corp Planned Unit Development located in the IBC (Industrial and Business Campus) District. Applicant: Ultra Machining Corp (UMC). (NAC) Property: Legal Descriptions: West Parcel: Lot 1, Block 1, Monticello Commerce Center 6th Addition East Parcel: Lot 2, Block 1, Monticello Commerce Center 6th Addition PID Numbers: West Parcel: 155143001010 East Parcel: 155143001020 Planning Case Number: 2020-027 A. REFERENCE & BACKGROUND Request(s): PUD Adjustment to site revisions and building exterior revisions Deadline for Decision: October 27th, 2020 Land Use Designation: Places to Work Zoning Designation: IBC Industrial Business PUD Ultra Machining Corp The purpose of the "IBC" Industrial Business Campus District is to provide for the establishment of limited light industrial business offices, limited light manufacturing, wholesale showrooms and related uses in an environment which provides a high level of amenities, including landscaping, preservation of natural features, architectural controls, and other features. Overlays/Environmental Regulations Applicable: Freeway Bonus Sign Overlay District Current Site Uses: West Parcel: Industrial (Ultra Machining Corp) East Parcel: Vacant Surrounding Land Uses: City Council Agenda: 09/14/2020 North: Undeveloped East: Industrial (Twin City Die Castings) South: Institutional (Monticello High School) West: Commercial (Mills Fleet Farm) Project Description: The applicants are applying for a PUD Adjustment to the approved PUD to revise the site and building plan. Specifically, on the site revisions they wish to add additional pedestrian walking paths to the west and south side of the existing building and to the south and east side of the new building. They propose moving the parking to the east side of the building to retain the existing site entry point. The adjustments proposed would revise the site ring road design to allow for the potential future expansion of building footprints. The applicant proposes moving the stormwater retention system underground to allow for future building expansion and installing landscape buffers to the south and inserting drainage swales for drainage of adjacent property. The exterior building adjustment would modify the building exterior by modifying the building footprint by removing the south 82' of the proposed building and adding 8,500 sf to the NE portion of the building. This addition to the northeast would require the extension of the building fagade which the applicant will match color, material, and pattern. In addition, the proposed plan modifies the dock area with dock doors not being provided or planned in this phase of the construction and changing the height of the recycling and trash area which requires a change in the grading of the truck court on the east side. Lastly the elevator in the plans is relocated to the link area. ANALYSIS Planned Unit Development Adjustments are regulated by Chapter 2, Section 2.4 (0)(10)(b), as follows: (b) PUD Adjustment — an adjustment to a PUD may be made through review and approval by a simple majority vote of the City Council with or without referral to the Planning Commission. For a PUD Adjustment, the applicant shall follow the procedures and requirements of the PUD Final Stage as identified in this Chapter. A PUD Adjustment shall be memorialized with an amendment to the PUD Development Agreement, executed by the City and applicant, and recorded against the PUD property. To qualify for this review, the minor adjustment shall not: 2 City Council Agenda: 09/14/2020 (i) Eliminate, diminish or be disruptive to the preservation and protection of sensitive site features. Comment: The proposed project does not diminish or disrupt the preservation and protection of sensitive site features. (ii) Eliminate, diminish or compromise the high quality of site planning, design, landscaping or building materials. Comment: The proposed project does not eliminate, diminish, or compromise the site planning, design, landscaping or building materials. The proposed project will add landscaping on the south portion of the property and will match the required building fagade on the proposed redesign on the NE portion of the building. The applicant is required to meet buffer yard landscaping standards. The landscaping plan is being reviewed against the grading and drainage plan. As a condition of approval, any landscaping changes required for grading and drainage purposes will require an adjustment as necessary to meet landscaping requirements. (iii) Alter significantly the location of buildings, parking areas or roads. Comment: While the proposed site and building adjustments do alter the location of the building, parking area and roads they do not do so in a manner that has any significant impacts on surrounding property or on the public services. The proposed building design is the same square footage as previously approved. The revised design removes the southern portion of the building and moves it to the northeast to allow greater site preservation for future expansion. The road and parking lot are redesigned to allow for preservation. The adjustment to the parking lot design is not significant and the change to the road and parking lot is at a different angle of entrance on the western side of the portion from the site ring. On the eastern side of the parking lot the entrance changed to allow for direct access to the road as compared to that originally designed. (iv) Increase or decrease the number of residential dwelling units by more than five percent. Comment: Not applicable to the project. (v) Increase the gross floor area of non-residential buildings by more than three percent or increase the gross floor area of any individual building by more than five percent (residential lots not guided for specific structure sizes are excluded from this requirement). Comment: The total square footage of the prior design, including building link (proposed at 2 stories) and mezzanine was 57,004 square feet. The total square footage of the proposed design, including building link (still 2 stories) and mezzanine is 54,402 square feet. 3 City Council Agenda: 09/14/2020 (vi) Increase the number of stories of any building. Comment: The plan adjustment does not increase the number of stories of any building. (vii) Decrease the amount of open space or alter it in such a way as to change its original design or intended function or use. Comment: Changes to open space are not significant, and primarily impact rear portions of the property being preserved for future expansion. (viii) Create non-compliance with any condition attached to the approval of the Final PUD Plan. Comment: The building plans indicate that the relocation of the elevator may affect the roof heights. The applicant will need to provide building plans finalizing this aspect of the plan, but rooftop mechanical rooms are permitted, so no issues with zoning code requirements are expected. The civil plans reflecting the site plan changes are currently in review by the City Engineer. These include the details related to the utilities and stormwater management design. As such, the PUD Adjustment is conditioned on the final comments of the City Engineer related to the site utilities, grading, drainage and stormwater management. The 50' drainage and utility easement along the south boundary is in place to route drainage from the off-site parcel to the East to the regional pond. This easement will need to be able to accommodate drainage from the off-site parcel to the East assuming full build -out. B. ALTERNATIVE ACTIONS 1. Motion to adopt Resolution No. 2020-64, approving the proposed PUD Adjustment Ultra Machining accommodating changes to the design of the site parking and driveway designs and changes to the building exterior design as shown in the submitted plans, but as amended by the conditions found in Exhibit E of this report, based on findings in the resolution. 2. Motion to adopt Resolution No. 2020-64, denying the application for PUD Adjustment. This action would be based on findings including that the proposed changes are inconsistent with the intent of the PUD and/or that the changes would require a fuller review as a PUD Amendment, including direction to the Planning Commission for public hearing. 3. Motion to table action on the proposed PUD adjustment, directing staff and/or applicant to provide additional information. C. STAFF RECOMMENDATION Staff recommends Alternative 1, approval of the PUD Adjustments at Ultra Machining Corp for the adjustment design changes to the site plan, landscape, stormwater management plan, and the exterior building design plan. The applicants revised layout allows for the future expansion of the site and the changes requested to the plan do not alter the original intent or purpose of the planned unit development. C! D. SUPPORTING DATA A. Resolution 2020-64 B. UMC Design Updates a. Site Plan b. Landscaping Plan c. Elevations C. Prior Approved Plans Z. Conditions of Approval EXHIBIT Z City Council Agenda: 09/14/2020 Conditions of Approval Ultra Machining Corp — PUD Adjustment 9350 Fallon Avenue NE 1. Compliance with all applicable conditions of the original PUD approval, dated February 24th, 2020, including those for buffer yard landscaping. 2. The applicant shall provide building detail identifying the building height changes due to the relocation of the elevator. 3. Future phases of expansion within the PUD are subject to an amendment to the PUD. 4. The fagade of the new design shall match original approvals for new structures on the site. 5. The PUD Adjustment is conditioned on the final comments of the City Engineer related to the site utilities, grading, drainage and stormwater management and the PUD Adjustment shall be subject to the City Engineer's comments related to the southerly encroachment of the drive aisle and stormwater system within the drainage and utility easement. 6. The 50' public drainage and utility easement along the south boundary is in place to route drainage from the off-site parcel to the East to the regional pond. This easement is required to accommodate drainage from the off-site parcel to the East assuming full build -out. 7. The applicant shall enter into an agreement reflecting the terms and conditions of the PUD Adjustment. 8. Comments of City Council and other City Staff. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION NO. 2020-64 RECOMMENDING APPROVAL OF AN ADJUSTMENT TO THE "UMC PUD, PLANNED UNIT DEVELOPMENT" WHEREAS, the applicant owns property along Chelsea Road in the City of Monticello, described as Lots 1&2, Block 1, Monticello Business Center 6th Addition; and WHEREAS, the applicant had received approvalsto ne its property to PUD, retain the two separate parcels, and develop the property mmon industrial project; and WHEREAS, the site is guided for industrial uses under the label "Places to Work" in the City's Comprehensive Plan; and WHEREAS, the proposed PUD is cpnsistent with the long-term use and development of the property for industrial uses; and WHEREAS, the PUD is designed to accomodate the xpansionof isting industrial use that will share building and site development improvements across a common boundary; and WHEREAS, the applicant seek rearrange site and g components on the approved site plan to ensure more efficie ture expansict;an WHEREASIR%revious conditions of approval have been, or are being, complied with; and WHEREAS, the City Council tcosidered the adjustment at its regular meeting on September 14, 2020, taking into account staff analysis and other comment; and 16, AS, the City Council has considered all of the comments and the staff report, which are in orated by reference into the resolution; and WHERE e City Council of the City of Monticello makes the following Findings of Fact in relation to e mmendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings to industrial use. 2. The proposed improvements on the site under the approved, and revised, PUD are consistent with the needs of the PUD in this location as an industrial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION NO. 2020-64 4.. The PUD flexibility requests for the project, including the construction of a connected building across a common property line, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the requested PUD Adjustment is hereby approved, subject to the conditions listed in Exhibit Z as follows: 1. Compliance with all applicable conditions of the original PUD approval, dated February 24th, 2020, including those for buffer yard landscaping. 2. The applicant shall provide building deta' * Itifying uilding height changes due to the relocation of the elevator. 3. Future phases of expansion within th D are subject to an amendment to the PUD. 4. The fagade of the new design shall match original approvals for new structures on the site. 5. The PUD Adjustment is conditioned on the final co is of the City Engineer related to the site utilities, grading, drainage and stormwa management and the PUD Adjustment shall subject to the City Engineer's comments related to the southerly encroachmen o the drive aisle and stormwater system within the drainage and utility easement. 14 6. The 50' public drainage and utility easement along the south boundary is in place to route drainage from the off-site parcel to the East to the regional pond. This easement is required to accommodate drainage from the off-site parcel to the East assuming full build -out. 7. The apkant shall a inNanreement reflecting the terms and conditions of the PUD Adjustment. 8. Comments of C' it and other City Staff. ADOPTED this 14th day of September, 2020, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION NO. 2020-64 Brian Stumpf, Mayor ATTEST: IRa Jennifer Schreiber, City Clerk Q N r M r 0 N 0 N N M 2010 G 2314 toss � 20 4 C S A \ , *MH 1-'' I I �\ \ F \ 7 TOP= 952.5 I \ \ \ INV= 946.5 2310 INV=938.12 I 1 II A A I A II �� 11CO II A - *CB 4 i TOP=955.8 A INV=952.8 �y *CBMH 3 - TOP=956.5 I f INV=952.61 1 1- S *MH 2-1 TOP=956.9 11 V n Cb INV=94764 (S) INV=947.54 (N) rA II I V A I I� I� V 11A n I v I I A I 1 v Iv II A II v / - RAINAGE AND i n I I I' v �1 A S v TOP=959.4j' Ill INV=948.82 (E) Iq INV=948.72 (N) I I R 04 INV=95 64 CBMH 2 1,s-1--;'' I v V d R I a I� I ° II - 1 v 11 V / " HYDRANT - � I 10 ' BEND 6" GATE VALVE y o .IVA SGT HYDRANT 6" GATE VALVE 8 18 " TEE J (2) 8" ATE VALVES -",/ 2347 956.80 �J TRD 8" CBMH 1- I IV 2 ° 956. I TRD IIS L_ *NOTE,• LOCATION AND/OR ELEVATION OF EXISTING PRIVATE UTILITIES SHOWN AT 500 CHELSEA ROAD ARE BASED ON PREVIOUS PLANS. SEE SITE SURVEY DATED 1/2/2020 BY WENCK ASSOCIATES FOR SURVEYED INFRASTRUCTURE cc 276\ 5 H \ =954.03 �- IN - 48.6.6 S Q 1 \\ 6' A V �o cc\\C� RIM 954. M\ 8'X6" REDUCER \� -948 1 IN "A \RIM -95 . �M\ \ N CC INV =96 E \ c .00 \ �`� 2221 ` \ S 1958.65 12' D AGE UTILITY EA T TRD 12" HYDRANT 6" GATE VALVE 8x6" TEE EXISTING BUILDING 2228 9� �`� 3>%q olc (D 1962.03 /�I i C TRC 2235 S ° 1960.81 �J TRD 2 �`� 2238 S ° !961.30 �/ TRD 25 2202 S ° 1962.41 J TRD 25' 2197 y 961.66 r TRD 20" FUTURE EXPANSION �`'� 2224 I \ \ \ `M= 661 S !958.34 �J 1099 I \ " \\ \ INV=94Is �,.J TRD L, _ 7957.721 \ a cC �\ / INV=949.8 S VVvv TRC \ 9 10981 \\ \ cC � y0 58. : \ \ \ RIM=95 . 8" V`' TRC \\ aC/ \ CC INV=949.2 SE 1 \1/ 0 11108 \ 8 'k.57.85 ✓ ` TRC1 �M (7 �c \ F 101473 5 I M cC ®51194 dy 1113 I \ a \ � . =9 958.94 < � b4 OCC � / RIM=9 ° TRD 1 '�RC'O / V *114 IN 58.71 ' TRC 09 J / ('`\ 1138 I CC\ / RIM=957.26 \ TRD 8 1 \ \ \ Cc\� 0� / INV=9,"MjQ57.75 \ 1 C , !/ INV=952.8 SE I� \ INV=950.5 W N \ 1 �f \�j961.40 Cc U NV= CANNOT REACH E I `_' T RID 0 RIM=957.36 � 1 I \ INV=953.3 N \ 1 1081 \ INV=953.4 E \ S 1961.83 \ TRD \ �\ a 11122 z \ \ 1 ✓ `TRC61 O \\\\\ 1123 ° I Z161.47 \ TRC � h-9 L-992fln., �,E 191 Q d d 1174 A V �� 96 2.4 5 m( 95 FE GM 1173 4 1 ® 962.19 <8 FT �- PROPOSED BUILDING 45,750 SF lz FIFE: 962.0 I 0 LOT 1 1 LOT 2 1 IA A 4 4 g A �d A 4 n da ° ` 1D I TI O W A <d < d ° ° 1187 1 C iia 1 I -BLOCK 1 MER9E EN E°R` °° I 962.98 E 98 O M 1 IzII PROPOSED LINK PROPOS D LINK ° d 44 ' I W LOT 1 I LO 2 4 e 4 e I U 1201 2,377 SF 2,218 SF a 1 961.FE 25 ` FE: 962.0 I FFE: 62.0 " 4 ° a a I 1 W U LOT 1 II cf- w I 1 � 1215 O I i � TRD 4 0 6' DRAINAGE AND UTILITY EASEMENT I I , �� 6' DRAINAGE AND UTILITY EASE96VT 1% Ld FUTURE EXPANSION I 1! I 1 � 1 I 0 1 22,454 ��_ J7�24416j�� _ /�,� �. 1 ' `TRC 20"V� TRC" }856 99 "_g53 94 . YV ` w 2 58 TRC 20" TRC 20" 2415 1 959.04 IV ° TRD 30" 2 2462 246. ° TAQ 6 v 956.98 ��q 6" 53. 954.21 52.84 1 2389 2426 B47 2472 956.92 53.93 955.8 D 6 �J 24 B° 95 957.21 TRC 8" /TRD TRB 7958.78 TR��24+++73RB VVVVVV TRC 3' "////�� 2412 \/ 2 �i _ 956.9 953.30 J e 610 wgLV3 55T °telO957.66 2476 2472...44775RB�/ TRD 8" 7�RC 12" CRD 12" /TRD 8" Rff9{� 55.11 v \ v \ tINV=947.55 `\ __2 - 45970 SF DRAINAGE TRD 8.. 1 i I 2405 r\(�1377 06 1 2.53 TRDC�TRC 2 I > I1 UNDERGROUND 1 1376 \ INFILTRATION SYSTEM ------ AND UTILITY EASEMEN T -e =-_- 0 50.10 \ J L----------------- \ T TRC _ \\�\ ------ 50'x360 07' \ \ - A- - - - - - - - - - - - - - - - - - - - - - - - - ---------- RIM -955.29 _ - INV=946.3 E/W 1384 INV=946.6 N 955.70 =9 38 CANNOT REA( TRD I INV=944.6S/E �8" SAN S ------------ ; ,- __j 1 _-------------- ->->->->>->->> > /-INV=947.07 r-�---- > 1' RCP»-- >> -->_"-->----- -->?-- -- ----------------------{"' --- �« L ' ------------------------ ---------------------- RIM-9bUt.19 1349 INV=947b E/W - 957.74 11 LP I ,zF N 0 50 100 GRAPHIC SCALE IN FEET LEGEND PROPERTY BOUNDARY LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE CURB AND GUTTER BITUMINOUS PAVEMENT CONCRETE PAVEMENT PROPOSED PARKING COUNT STORMWATER LIMITS - SEE SHEET C-301 NOTES 1. CITY OF MONTICELLO STANDARD SPECIFICATIONS (CURRENT EDITION) SHALL GOVERN FOR THIS PROJECT. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2. SEE SHEETS C-102, 103, 104, AND 105 FOR ENLARGED SITE PLANS WITH ADDITIONAL INFORMATION. 3. SEE SHEET C-601 FOR PAVING PLAN. 4. DIMENSIONS TO SURMOUNTABLE CURB ARE SHOWN TO TOP BACK OF CURB. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 V ^jAk V WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: 0 z � V G U) z O w U) w U 2i Q C/) of Cl W W � d W W 04 CNIQ O O L0 cq co 00 O O z O Q 0 z <_j SITE ANALYSIS TABLE U) Z ADDRESS 500 (LOT 1), 510 (LOT 2) CHELSEAROAD, MONTICELLO, MN 55362 EXISTING ZONING IBC (INDUSTRIALAND BUSINESS CAMPUS DISTRICT) PROPOSED ZONING PUD � PROPOSED USE INDUSTRIAL ~ LOT AREA SUMMARY LOT NUMBER TOTALAREA(AC.) IMPERVIOUSAREA(AC.) PERVIOUSAREA(AC.) EXISTING LOT 1 10.0 4.13 5.87 PROPOSED LOT 1 (INTERIM) 10.0 4.72 5.28 EXISTING LOT 2 7.25 0 7.25 PROPOSED LOT 2 (INTERIM) 7.25 3.50 3.75 PROPOSED LOT 1 (FUTURE) 10.0 5.60 4.40 PROPOSED LOT 2 (FUTURE) 7.25 5.75 1.50 BUILDING SUMMARY LOT NUMBER BUILDING FOOTPRINT (SF) GROSS FLOOR AREA (SF) # OF STORIES PROPOSED LOT 1 2,378 SEE NOTE 2 2,378 SEE NOTE 2 1 PROPOSED LOT 2 43,475 43,475 1 FUTURE LOT 1 (EXPANSION) 30,000 30,000 1 FUTURE LOT 2 (EXPANSION) T-77,500 SEE NOTE 2 77,500 SEE NOTE 2 1 PARKING SUMMARY TOTAL PARKING REQUIRED EXISTING PROPOSED PROPOSED LOT 1 N/A 166 164 PROPOSED LOT 2 23 0 135 ACCESSIBLE PARKING REQUIRED EXISTING PROPOSED PROPOSED LOT 1 6 6 6 PROPOSED LOT 2 5 0 6 SETBACKSUMMARY REQUIRED PROPOSED FRONT 50' 50' REAR 50' 50' SIDE INTERIOR 30' 0' PARKING FRONT/SIDE/REAR 6' 6' PARKING SIDE INTERIOR 6' 0' NOTES: 1. PER ADA CODE, 5 ADA STALLS ARE REQUIRED FOR LOT 2. IN ADDITION, 2 ADA STALLS ARE BEING REMOVED FROM LOT 1 AND ARE REPLACED ON LOT 1. 2. AREA REPORTED IS AREA OF BUILDING EXPANSION, NOT INCLUSIVE OF EXISTING BUILDING AREA 3. ADDITIONAL IMPERVIOUS AREA CONSTRUCTED WITHIN ROW= 5,831 SF 4. CITY PARKING CODE REQUIRES 8 STALLS +1 PER 2 EMPLOYEES. 30 NEW EMPLOYEES FOR PROPOSED FACILITY. NOTES 1. CITY OF MONTICELLO STANDARD SPECIFICATIONS (CURRENT EDITION) SHALL GOVERN FOR THIS PROJECT. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2. SEE SHEETS C-102, 103, 104, AND 105 FOR ENLARGED SITE PLANS WITH ADDITIONAL INFORMATION. 3. SEE SHEET C-601 FOR PAVING PLAN. 4. DIMENSIONS TO SURMOUNTABLE CURB ARE SHOWN TO TOP BACK OF CURB. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 V ^jAk V WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: 0 z � V G U) z O w U) w U 2i Q C/) of Cl W W � d W W 04 CNIQ O O L0 cq co 00 O O z O Q 0 z <_j 0 U) Z ^ W 2 z X Lu z 0 z � 2 LL o0 D ~ U 2 CERTIFICATION: • • • III�.'fi�!�i�!alll� DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 08/24/2020 ISSUE NO.: 2 SHEET TITLE: OVERALL SITE PLAN SHEET NO.: C-101 Q 0 N O N N co HYDRANT - 6" GATE VAI VE 8"x6" TEE 1-1 \ \ \ c°M 7 \ 2221 195865 cc ��--12' DRAINAGE AND ITY EASEMENT S �,.J TRD 12" \ 20 O \ \ \ 16 70" (D �`� 2224 S 1958.34 �/ TRD 12" 222a 960.94 TRD 25" ��j 2229 Z }960.30 (ry TRC 8" yti/ (:D2230 962.03 TRD 25" J 2233 " TRC 0 lll�� TRC 8" 2235 S • 1960.81 �/ TRD 25" �`� 2238 S 1961.30 / TRD 25" �`� 2202 ( 1962.41 J TRD 25" 2197 M S 1961.66 I ( l TRD 20" 935 IG LOT 1819 \ c \ \ C / RIM =955.61 1099 I \ \ c \ OF 2 INV=949.8 N q_ \ \ M 4 C� \� \ / INV=949.8 S ,:v<_57.72 TRC \ TRC I \ \ O \ \\\CO 19 �\ 1098 _r/�'`�,,58.62 I \ (7F \ \ �� / RIM=955.94 TRC \ \ a \ G OF -949.2 E/W G OF cc / \ cOn„ a �J 1108 Z _ '857.85 II//VV TRC \ \ �`� 1113 S ^ 1958.94 TRD R3.67' COM �F \ 3 \ / c \ / \WV 1074 1073 fj'J M 7 6. 0956.94 C14O :;T \ \ \ HY �s rnC04\ c 28 PiF \\ °M \ I 91, \'f 7.00 C \ \RIM=956.97 1 iN�( 939.9 E 12 COM\ OG �\ INV= 7W ��J 1114 I "I Z }858.79 I 20' � M G \ {ry TRC TRD G\ O / c I � 24' 33 0 9 c\ �F a OM \ 4 91 R3.67' \ -colt, OF 1070 0 \� 7 20 I � \ �`� 1138 S • 1138 8 I 9 \ �,./ TRD I � \ o 20 O 16 ��18 \ \ �°� � I R100 Il I R70.5' I \\\ 22 I I 1082 \ N� TRD 0 \ \ I � FFF yrN � � I 8 N �I 6' - I I . 4 2534 rn 4?o 96i.55 R3 4 R3- rn AS WV 1175 I 4 25.1 4 x �2: aiuv a I 57.3T FE I Q 1172 4 2.45 GM 961.95 20' I 20' FE GM �020' 1173 ® 962.19 ET �R10 a ° a 4 1 j 17 I 11 "I 'F I 14 I 114.95' I PROPOSED LINK; ROPOS D LINK LOT 1 ; LO 2 2,377 SF i 2,21 SF 1201 961.82 FE 2513 FFE: 962.0 FFE: 62.0 X 962.12 FE w v 24' 33 14 14 91 �I 9' O 1 9' pol 14691 Pike I 0 N 9 N 12 N 33 Q /Z��l d 4 d 13 13 14 zo 14 C6 247.07' PROPOSED BUILDING 45,750 SF FFE: 962.0 LOT 2 15 CD ER CE CEN TER MO N TICELLO COMM 162.1' 15 15 MATCH LINE SEE SHEET C-103 17 I 1 1 55.79' I O I �`� 1081 S 1961.83 �/ TRD � 1122 Z }TRC 1 �N TRC _ � 1123 Z }961.47 �/V TRC N 0 20 40 GRAPHIC SCALE IN FEET LEGEND PROPERTY BOUNDARY LOT LINE --------- EASEMENT LINE SETBACK LINE - - - RIGHT OF WAY LINE - - - - - - - - - EXISTING EASEMENT LINE EXISTING PROPERTY LINE CURB AND GUTTER BITUMINOUS PAVEMENT CONCRETE PAVEMENT O# PROPOSED PARKING COUNT STORMWATER LIMITS - SEE SHEET C-301 NOTES V ^Ak V WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM CLIENT: 7 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CERTIFICATION �O (�o 0� 0� PROJECT NO.: 005898-19-002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 08/24/2020 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL ISSUE NO.: 2 COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR SHEET TITLE: THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED ENLARGED SITE PLAN NE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651-454-0002 C � 10 2 TOLL FREE 1-800-252-1166 1. CITY OF MONTICELLO STANDARD SPECIFICATIONS (CURRENT EDITION) SHALL GOVERN FOR THIS PROJECT. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. z z 2. 3. SEE SHEET C-601 FOR PAVING PLAN. DIMENSIONS TO SURMOUNTABLE CURB ARE SHOWN TO TOP BACK OF CURB. UJI 0. z # KEYNOTES 0 z 2O w 1. MATCH EXISTING 2. CONCRETE PAVEMENT (TYP.) - SEE SHEET C-601 O co O 3. 4. BITUMINOUS PAVEMENT (TYP.) -SEE SHEET C-601 CONCRETE APRON - SEE DETAIL PLATE 5008/C-801 � Z O w 5. BUILDING WING WALL WITH SIDEWALK CONNECTION - SEE ARCHITECTURAL/STRUCTURAL PLANS J z< FOR DETAIL AND PRECISE LOCATION (D w Z 6. ADA CURB RAMP - SEE SHEET C-301 FOR DETAILED GRADING 0. - 7. ADA CURB RAMP IN PUBLIC ROW - SEE DETAIL STANDARD PLAN 5-297.250/C-803 AND SHEET C-301 z L FOR DETAILED GRADING uja- X 8. 9. CURB CUT - SEE DETAIL 6/C-802 AND SHEET C-301 FOR DETAILED GRADING ADA STALL WITH SIGN ON BOLLARD SEE DETAILS 1,2,3,8/C-802 z ui 0 - z 10. VAN ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 1,2,3,8/C-802 OC14N 11. ADA AISLE SEE DETAIL 7/C-802 O O 12. PAINT STRIPE (TYP.) - SEE DETAIL 4/C-802 (� 13. BOLLARD - SEE DETAIL 1/C-802 14. DOOR LOCATIONS/STRUCTURAL STOOP/STAIRS WITH LANDING - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION J (,) Q 15. BUILDING OVERHEAD DOOR - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND 16. PRECISE LOCATION PROPERTY LINE CDCV U 17. 18. BUILDING SETBACK LINE PAVEMENT SETBACK LINE co 19. EXISTING DRAINAGE AND UTILITY EASEMENT LINE U. 20. STOP SIGN - SEE DETAILS 3,5/C-802 AND DETAIL PLATE 5016/C-801 21. FLAG POLE - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 22. APPROXIMATE PROPOSED FUTURE EXPANSION LINE W 23. 20' LANDSCAPE BUFFER - SEE SHEET L-101 � 24. 25. TRANSFORMER PAD - SEE ARCHITECTURAL/STRUCTURAL FOR DETAIL AND PRECISE LOCATION INFILTRATION BASIN SEE SHEET C-303 FOR DETAILED GRADINGLu H U - 26. ADA STALL WITH SIGN - SEE DETAILS 2,3,8/C-802 p 27. VAN ADA STALL WITH SIGN - SEE DETAILS 2,3,8/C-802 of 28. REINSTALL SALVAGED"CENTER LANE ONLY" SIGN - COORDINATE WITH CITY FOR EXACT LOCATION 29. REINSTALL SALVAGED ADA/ADA VAN SIGN z 30. TAPER SIDEWALK OVER 6' LENGTH TO MATCH EXISTING WIDTH (APPROXIMATELY 5.75) W ZD U) CV 31. PROPOSED 342 SF PUBLIC ACCESS EASEMENT OVER SIDEWALK U) 32. PROPOSED 46'x 360.07' DRAINAGE AND UTILITY EASEMENT OVER STORMWATER BMP 33. LIGHTPOLE - SEE PHOTOMETRIC PLAN 34. PAINTED CROSSWALK - SEE DETAIL 4/C-802 35. WALKING PATH PAINT STRIPE, COORDINATE WITH OWNER AND ARCHITECT TO VERIFY SIZE, COLOR, AND FINAL LOCATION - SEE DETAIL 4/C-802 CERTIFICATION �O (�o 0� 0� PROJECT NO.: 005898-19-002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 08/24/2020 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL ISSUE NO.: 2 COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR SHEET TITLE: THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED ENLARGED SITE PLAN NE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651-454-0002 C � 10 2 TOLL FREE 1-800-252-1166 z UJI z w o _o ~w a cn UQ co O uja- o OC14N W Q CDCV co co CERTIFICATION �O (�o 0� 0� PROJECT NO.: 005898-19-002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 08/24/2020 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL ISSUE NO.: 2 COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR SHEET TITLE: THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED ENLARGED SITE PLAN NE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651-454-0002 C � 10 2 TOLL FREE 1-800-252-1166 Q M 0 N O N N co 14 114.95' PROPOSED LINK; LOT 1 21377 SF 201 82 962. FFE: 962.0 FE X 962.12 FE OR 1377 S ! 950.21 TRD 1375 ��j 1376 50.02 Z, }TRC 0 -y""' TRC l� TRC 30 MATCH LINE SEE SHEET C-102 cfl ER CE CENTER o N TICELLO COMM MO ROPOSED LINK LOT 2 2,21 SF FFE: 62.0 I I 54.44' I 6' DRAINAGE AND U LITY EASEMENT 7 7 7 7 7 i 7 I 18 15 15 162.1' PROPOSED BUILDING 45,750 SF FFE: 962.2 FUTURE EXPANSION 33 UNDERGROUND INFILTRATION SYS'; EM 32 17 30' r3 Rao, - '46o, 3� ,18 i 33 I' I� 7( 71 I I I I I I I I I I I I 33 33 I I I I I I I 17 I DRAINAGE AND UTILITY EASEMENT 19 I 18 \\`I -y -,Y -1-Y 1� D23 -y 16 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -13 - - - - - - - - - - - -- f-'\-_84 ^ I t I I l A A % A % % 1 N 0 20 40 GRAPHIC SCALE IN FEET LEGEND PROPERTY BOUNDARY LOT LINE --------- EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE - - - - - - - - - EXISTING EASEMENT LINE EXISTING PROPERTY LINE CURB AND GUTTER BITUMINOUS PAVEMENT CONCRETE PAVEMENT OPROPOSED PARKING COUNT STORMWATER LIMITS - SEE SHEET C-301 NOTES V ^Ak V WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM CLIENT: 7 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CERTIFICATION �0 1' 00s 0� PROJECT NO.: 005898-19-002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML WARNING: ISSUE DATE: 08/24/2020 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL ISSUE NO.: 2 COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR SHEET TITLE: THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED ENLARGED SITE PLAN SE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651-454-0002 C-1 0 3 TOLL FREE 1-800-252-1166 1. CITY OF MONTICELLO STANDARD SPECIFICATIONS (CURRENT EDITION) SHALL GOVERN FOR THIS z PROJECT. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2. SEE SHEET C-601 FOR PAVING PLAN. 3. DIMENSIONS TO SURMOUNTABLE CURB ARE SHOWN TO TOP BACK OF CURB. z 0. z O w KEYNOTES 0 2 O 1 . MATCH EXISTING cnw 2. CONCRETE PAVEMENT (TYP.) - SEE SHEET C-601 O u O 3. 4. BITUMINOUS PAVEMENT (TYP.) -SEE SHEET C-601 CONCRETE APRON - SEE DETAIL PLATE 5008/C-801 � Z O U Q W 5. BUILDING WING WALL WITH SIDEWALK CONNECTION - SEE ARCHITECTURAL/STRUCTURAL PLANS J z FOR DETAIL AND PRECISE LOCATION ( W Z 6. ADA CURB RAMP - SEE SHEET C-301 FOR DETAILED GRADING w - 7. ADA CURB RAMP IN PUBLIC ROW - SEE DETAIL STANDARD PLAN 5-297.250/C-803 AND SHEET C-301 FOR DETAILED GRADING 8. 9. CURB CUT - SEE DETAIL 6/C-802 AND SHEET C-301 FOR DETAILED GRADING ADA STALL WITH SIGN ON BOLLARD SEE DETAILS 1,2,3,8/C-802 0 z w - z 10. VAN ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 1,2,3,8/C-802 u- D 11. ADA AISLE - SEE DETAIL 7/C-802 0 O O 12. PAINT STRIPE (TYP.) - SEE DETAIL 4/C-802 04 C14Q (� 13. BOLLARD -SEE DETAIL 11C-802 � � >- 14. DOOR LOCATIONS/STRUCTURAL STOOP/STAIRS WITH LANDING - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION J 0 15. BUILDING OVERHEAD DOOR - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND 16. PRECISE LOCATION PROPERTY LINE U 17. 18. BUILDING SETBACK LINE PAVEMENT SETBACK LINE O O 19. EXISTING DRAINAGE AND UTILITY EASEMENT LINE U. 20. STOP SIGN - SEE DETAILS 3,5/C-802 AND DETAIL PLATE 5016/C-801 21. FLAG POLE - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 22. APPROXIMATE PROPOSED FUTURE EXPANSION LINE 23. 20' LANDSCAPE BUFFER -SEE SHEET L-101 Lu � 24. TRANSFORMER PAD - SEE ARCHITECTURAL/STRUCTURAL FOR DETAIL AND PRECISE LOCATION 25. INFILTRATION BASIN - SEE SHEET C-303 FOR DETAILED GRADING U Lu 26. ADA STALL WITH SIGN - SEE DETAILS 2,3,8/C-802 p 27. VAN ADA STALL WITH SIGN - SEE DETAILS 2,3,8/C-802 a 28. REINSTALL SALVAGED"CENTER LANE ONLY" SIGN - COORDINATE WITH CITY FOR EXACT LOCATION O 29. REINSTALL SALVAGED ADA/ADA VAN SIGN z 30. TAPER SIDEWALK OVER 6' LENGTH TO MATCH EXISTING WIDTH (APPROXIMATELY 5.75) Lu ZD N 31. PROPOSED 342 SF PUBLIC ACCESS EASEMENT OVER SIDEWALK cf) 32. PROPOSED 46'x 360.07' DRAINAGE AND UTILITY EASEMENT OVER STORMWATER BMP 33. LIGHTPOLE - SEE PHOTOMETRIC PLAN 34. PAINTED CROSSWALK - SEE DETAIL 4/C-802 35. WALKING PATH PAINT STRIPE, COORDINATE WITH OWNER AND ARCHITECT TO VERIFY SIZE, COLOR, AND FINAL LOCATION - SEE DETAIL 4/C-802 CERTIFICATION �0 1' 00s 0� PROJECT NO.: 005898-19-002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML WARNING: ISSUE DATE: 08/24/2020 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL ISSUE NO.: 2 COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR SHEET TITLE: THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED ENLARGED SITE PLAN SE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651-454-0002 C-1 0 3 TOLL FREE 1-800-252-1166 z Lu z O w cnw U Q w w 0 0 LLi o 0 04 C14Q O O CERTIFICATION �0 1' 00s 0� PROJECT NO.: 005898-19-002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML WARNING: ISSUE DATE: 08/24/2020 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL ISSUE NO.: 2 COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR SHEET TITLE: THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED ENLARGED SITE PLAN SE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651-454-0002 C-1 0 3 TOLL FREE 1-800-252-1166 HYDRANT - 6" GATE VALVE moi\ v v v v v v �I MATCH LINE SEE SHEET C-105 I v 1 / I I I I('D 2347 I TRD 8" I v I � I CBMH 1 I I I 6 I 3 O I 2446 I VS < 956.36 TRD 6" I I M � I v v I 2454 v ✓ ` T2441 76 RC 0 v TRC 20"r/ 2, 99 /� 439 2437 53.94 TRC 20" ✓ ` TRC 20" Q v Lo 2458 v C ! 959.04 2415 J TRD 30" 952.12 2468 TRD 6" 2422 2467 `^^� TRB98 2462 2414 ///�� 53.57 < e 954.21 j/'`�, 23089 TRC 6" 4.J TRD 6" � TRB 87 2470 2472 �r�' `TRC 8" 426 �O 956.92 2463 958.83 957.21 �1j 2�J TRD 10" Z }853.93 955.82 TRD 3" TRB (N TRC 15" TRB �1j 2469 Z }858.78 I l� TRC 3" 2473 2412 v ----------- -- 956.91 TRD __-� ---- -- �-- ��....J>TRB 953.30 v TRD 8" 2391 2394 2395 �' 2396 _ 2399 2401 2390 55 78 S ! 955.86 p� e Z }856.10 S ! 956.02 TRC 12" TRD 12" D 8" S ^ 1957.66 2476 J S 1956.80 �/\\ TRC 12" �.,./ TRD 12" �\ J TRD 12" TRD 15" \ � 956.18 2475 v `\ _ tititi.�� TRB 955.11 v \\ _ TRD 8" \ v \\ v \\ \ 2405 v\\ 953.36 �'`� 1377 \ TRD 6"950.21 \\ 406 �� ✓J TRD 52.53 lll�\ TRC 20" -INV=947.55 \ _ _ bo -_ - 45970 SF DRAINAGE AND UTILITY EASEMENT ---_-_______--___ -so.o2 �so.10 1375 7 ----- �`\\--------------------------------- TRC TRC �. 1 ` 16 1 \ 1 `\ 1 \ 1 \\-------- --- N 0 20 40 GRAPHIC SCALE IN FEET LEGEND PROPERTY BOUNDARY LOT LINE --------- EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE - - - - - - - - - EXISTING EASEMENT LINE EXISTING PROPERTY LINE CURB AND GUTTER BITUMINOUS PAVEMENT a CONCRETE PAVEMENT O# PROPOSED PARKING COUNT STORMWATER LIMITS - SEE SHEET C-301 NOTES V ^jAk V WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: 1. CITY OF MONTICELLO STANDARD SPECIFICATIONS (CURRENT EDITION) SHALL GOVERN FOR THIS PROJECT. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. W � 2. SEE SHEET C-601 FOR PAVING PLAN. N 3. DIMENSIONS TO SURMOUNTABLE CURB ARE SHOWN TO TOP BACK OF CURB. O N 0. z O KEYNOTES 0 2 0 _ Q 1 . MATCH EXISTING O u) 2. 3. CONCRETE PAVEMENT (TYP.) - SEE SHEET C-601 BITUMINOUS PAVEMENT (TYP.) - SEE SHEET C-601 U z O O w w 4. CONCRETE APRON - SEE DETAIL PLATE 5008/C-801 J z 5. BUILDING WING WALL WITH SIDEWALK CONNECTION - SEE ARCHITECTURAL/STRUCTURAL PLAIN S (D < w z FOR DETAIL AND PRECISE LOCATION - 6. ADA CURB RAMP - SEE SHEET C-301 FOR DETAILED GRADING z 7. ADA CURB RAMP IN PUBLIC ROW - SEE DETAIL STANDARD PLAN 5-297.250/C-803 AND SHEET C-1, 31 X z 8. FOR DETAILED GRADING CURB CUT - SEE DETAIL 6/C-802 AND SHEET C-301 FOR DETAILED GRADINGz w 9. 0 Z ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 1,2,3,8/C-802 z 10. 11. VAN ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 1,2,3,8/C-802 ADA AISLE SEE DETAIL 7/C-802 LL O - U 12. PAINT STRIPE (TYP.) - SEE DETAIL 4/C-802 U 13. BOLLARD - SEE DETAIL 1/C-802 _ 14. DOOR LOCATIONS/STRUCTURAL STOOP/STAIRS WITH LANDING - SEE J C) Ur ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 15. BUILDING OVERHEAD DOOR - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION U 16. 17. PROPERTY LINE BUILDING SETBACK LINE 18. PAVEMENT SETBACK LINE U. 19. EXISTING DRAINAGE AND UTILITY EASEMENT LINE 20. STOP SIGN - SEE DETAILS 3,5/C-802 AND DETAIL PLATE 5016/C-801 21. FLAG POLE - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 22. APPROXIMATE PROPOSED FUTURE EXPANSION LINE - J 23. 24. 20' LANDSCAPE BUFFER - SEE SHEET L-101 TRANSFORMER PAD - SEE ARCHITECTURAL/STRUCTURAL FOR DETAIL AND PRECISE LOCATIONw 25. INFILTRATION BASIN - SEE SHEET C-303 FOR DETAILED GRADING p 26. ADA STALL WITH SIGN - SEE DETAILS 2,3,8/C-802 27. VAN ADA STALL WITH SIGN - SEE DETAILS 2,3,8/C-802 28. REINSTALL SALVAGED"CENTER LANE ONLY" SIGN - COORDINATE WITH CITY FOR EXACT LOCATION z 29. REINSTALL SALVAGED ADA/ADA VAN SIGN � N 30. TAPER SIDEWALK OVER 6' LENGTH TO MATCH EXISTING WIDTH (APPROXIMATELY 5.75) 31. PROPOSED 342 SF PUBLIC ACCESS EASEMENT OVER SIDEWALK 32. PROPOSED 46'x 360.07' DRAINAGE AND UTILITY EASEMENT OVER STORMWATER BMP 33. LIGHTPOLE - SEE PHOTOMETRIC PLAN 34. PAINTED CROSSWALK - SEE DETAIL 4/C-802 35. WALKING PATH PAINT STRIPE, COORDINATE WITH OWNER AND ARCHITECT TO VERIFY SIZE, COLOR, AND FINAL LOCATION - SEE DETAIL 4/C-802 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 Z � _O w ~ U) w a Lz 2i U 2i Q Lu w � 0 W W CERTIFICATION �O V� Vo 0s 0� PROJECT No.: 005898-19-002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 08/24/2020 ISSUE NO.: 2 SHEET TITLE: ENLARGED SITE PLAN SW SHEET NO.: C-1 04 W � N N O N O O CERTIFICATION �O V� Vo 0s 0� PROJECT No.: 005898-19-002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 08/24/2020 ISSUE NO.: 2 SHEET TITLE: ENLARGED SITE PLAN SW SHEET NO.: C-1 04 Q 00 N O N N 00 G vF G \ \ 3 °pQ j � 953. F ° G c � 201 1 \ 2 c \ TP 4 18 953.54 \ TP 95 . 4 \ LP cC \ PED I 2 \ �\ \ \ cc\ 30 r \ \ \\ c 1 cc\� 16 c \ \ \ \co", \F °M a c, \ \ 31\ G *MH 1 TOP=952.5 \\ INV=946.5 I c INV=938.12 I X \ •cam A I I n A cl A A Z A A I A A A A A A ��- *CB 4 TOP=955.8 i INV=952.8 A I ^ V � �lb A *CBMH 3 -- TOP= 956.5 INV=952.61 I I v n V I, n *MH 2 - I i v TOP= 956.9 INV=947.64 (S) n INV=947.54 (N) v n I v I n V n I v v n v n v n I v n I� n v u) I� n v A v n I v n I v n A v I v y, I \,%ie- 6' DR l AGE ND UTILITY EASEMENT /v - n I' v G 2263 X955.8 SGT 1 4 cc\\ cc �\ 1 953.66 953.66 \ 226 Com\ a a -X SGT \ SGT 953.53. 22 �\ 20 �F \ 227.24 G WcC\\ \ \\\ OF G cc\ \ \M \ G Cc \ \ RIM -954. 3 2 \ INV=948.6 S \ INV=948.5N \ v \ \ F co 44 \ \ cc \ \ \ HYDRANT c \ \ C% 6" GATE VALVE I�\ \ \ OF 6" GATE VALVE \ \ \ coni \� cpM\ c \ I \ \ COM \\ RIM= rte" Q Cp INV=94 8"x6" REDUCER \\ \ 4 V=948.1 N C\ M=954.77 \ CpM N- 1 SE c\� IN 6 W \ \CANNOT SEE A \ INV=938. \ \ \ °04 cpM\ c c c04f \ \ \ pM Cpg \ \\� R 9 C' 3 \ \ INV- 0. N \ \ cp c 04 a 4 \ \ \cpM \ \\ cpM 7 02221 C TRID 12" \ 20 �� U \ C\ RD 1 \ 4 F \ d \ \ \ 16 ��\< 18 \ 19 2224 \ 958.34 \ - TRD 12" �r/,��TRC ,�1,099 '' ` 72 8,'<8" I I I - I I > I 7 ' (2)8„6 HYDRANT - 6" GATE VAIVE 8"x6" TEE �I I 1 8" WATER 2228 S ! 960.94 TRD 25" 2229 Z }860.30 TRC 8" 02230 962.03 �J TRD 25" 2233 Z ' TRC 0 _ �N TRC 8" 02235 960.81 �J TRD 25" 2238 S 1961.30 J TRD 25" 2202 S 2 962.41 J TRD 25" 2197 M 961.66 I - ( l TRD 20" 416 MATCH LINE SEE SHEET C-104 ��j 1098 Z '- TRC 2 _(N TRC �1J 1108 Z, }957.85 �/V TRC �^� 1113 S 1958.94 �/ TRD R�3.67' 1 Y J 1114 L ' TRC 9 V"' TRC 1138 961.48 TRD e N 0 20 40 GRAPHIC SCALE IN FEET LEGEND PROPERTY BOUNDARY LOT LINE --------- EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE - - - - - - - - - EXISTING EASEMENT LINE EXISTING PROPERTY LINE CURB AND GUTTER BITUMINOUS PAVEMENT CONCRETE PAVEMENT O# PROPOSED PARKING COUNT STORMWATER LIMITS - SEE SHEET C-301 NOTES V ^Ak V WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM CLIENT: 7 . 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM 0 U Z � z Lu W w LJJ D- cn w Lu w � �Lu w a Lij 0 0 C14 04 W wCD CD 04 cli Z Q o� N J c) 00 C:) 0 CERTIFICATION: Q ('o 0� PROJECT NO.: 005898-19-002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML WARNING: ISSUE DATE: 08/24/2020 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL ISSUE NO.: 2 COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR SHEET TITLE: THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED ENLARGED SITE PLAN NW STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651-454-0002 C-1 0 5 TOLL FREE 1-800-252-1166 1. CITY OF MONTICELLO STANDARD SPECIFICATIONS (CURRENT EDITION) SHALL GOVERN FOR THIS PROJECT. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2. SEE SHEET C-601 FOR PAVING PLAN. 3. DIMENSIONS TO SURMOUNTABLE CURB ARE SHOWN TO TOP BACK OF CURB. 0. z # KEYNOTES 0 �O 1 . MATCH EXISTING 2. CONCRETE PAVEMENT (TYP.) - SEE SHEET C-601 O (n O 3. 4. BITUMINOUS PAVEMENT (TYP.) -SEE SHEET C-601 CONCRETE APRON - SEE DETAIL PLATE 5008/C-801 � Z O w 5. BUILDING WING WALL WITH SIDEWALK CONNECTION - SEE ARCHITECTURAL/STRUCTURAL PLANS J z FOR DETAIL AND PRECISE LOCATION 0 < w Z 6. ADA CURB RAMP - SEE SHEET C-301 FOR DETAILED GRADING - 7. ADA CURB RAMP IN PUBLIC ROW - SEE DETAIL STANDARD PLAN 5-297.250/C-803 AND SHEET C-301 z FOR DETAILED GRADING 8. 9. CURB CUT - SEE DETAIL 6/C-802 AND SHEET C-301 FOR DETAILED GRADING ADA STALL WITH SIGN ON BOLLARD SEE DETAILS 1,2,3,8/C-802 z w - z 10. VAN ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 1,2,3,8/C-802 u- D 11. ADA AISLE - SEE DETAIL 7/C-802 O O 12. PAINT STRIPE (TYP.) - SEE DETAIL 4/C-802 (� 13. BOLLARD - SEE DETAIL 1/C-802 14. DOOR LOCATIONS/STRUCTURAL STOOP/STAIRS WITH LANDING - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION J 15. BUILDING OVERHEAD DOOR - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND 16. PRECISE LOCATION PROPERTY LINE U 17. 18. BUILDING SETBACK LINE PAVEMENT SETBACK LINE 19. EXISTING DRAINAGE AND UTILITY EASEMENT LINE U. 20. STOP SIGN - SEE DETAILS 3,5/C-802 AND DETAIL PLATE 5016/C-801 21. FLAG POLE - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 22. APPROXIMATE PROPOSED FUTURE EXPANSION LINE 23. 20' LANDSCAPE BUFFER SEE SHEET L-101 Lu LZ 24. 25. TRANSFORMER PAD - SEE ARCHITECTURAL/STRUCTURAL FOR DETAIL AND PRECISE LOCATION INFILTRATION BASIN SEE SHEET C-303 FOR DETAILED GRADING H v - Lu 26. ADA STALL WITH SIGN - SEE DETAILS 2,3,8/C-802 p 27. VAN ADA STALL WITH SIGN - SEE DETAILS 2,3,8/C-802 a 28. REINSTALL SALVAGED"CENTER LANE ONLY" SIGN - COORDINATE WITH CITY FOR EXACT LOCATION O 29. REINSTALL SALVAGED ADA/ADA VAN SIGN z 30. TAPER SIDEWALK OVER 6' LENGTH TO MATCH EXISTING WIDTH (APPROXIMATELY 5.75) W ZD CV 31. PROPOSED 342 SF PUBLIC ACCESS EASEMENT OVER SIDEWALK co 32. PROPOSED 46'x 360.07' DRAINAGE AND UTILITY EASEMENT OVER STORMWATER BMP 33. LIGHTPOLE - SEE PHOTOMETRIC PLAN 34. PAINTED CROSSWALK - SEE DETAIL 4/C-802 35. WALKING PATH PAINT STRIPE, COORDINATE WITH OWNER AND ARCHITECT TO VERIFY SIZE, COLOR, AND FINAL LOCATION - SEE DETAIL 4/C-802 0 U Z � z Lu W w LJJ D- cn w Lu w � �Lu w a Lij 0 0 C14 04 W wCD CD 04 cli Z Q o� N J c) 00 C:) 0 CERTIFICATION: Q ('o 0� PROJECT NO.: 005898-19-002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML WARNING: ISSUE DATE: 08/24/2020 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL ISSUE NO.: 2 COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR SHEET TITLE: THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED ENLARGED SITE PLAN NW STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651-454-0002 C-1 0 5 TOLL FREE 1-800-252-1166 Q N 0 N 0 N N 00 P s \\7 \ \ \ \\ �M a I `\ \ F \\ \ \ \ \ \ TOP=952. \ \ INV=946.5 \ �\ ' G \ � 2310 INV=938.12 I I F 2264 T 1 \ \ \ \ 953.22 C \ \ \ 226 2761 \ \ \ / \ 955.81 5 9 ��\ II 3G= \ H 9\ 3-' C \ \ =954.03\ \ 1 ^ INV=948.6 *. \ I \ 1 l l I - -44YORANT 6" GATE VALVE =G V cp RIM -954. \ \ / \ .=9481 E .\ \ l l l 95 - 8"x6„CL�\C _ V- 1 N • iO�C RIM=938.6 W \ \ ANN C� rINe = E .00 I / \ 1 \ <<qj p[2 8.65\ �-12' D AGE UTILITA D 12" 9F / / \ , TOP -955.8 r I In lNV=952.8 1 I �`'�2224 ✓I F / 58.34 1099 I \ \ 7 I 1 J 22 8 T D *RC721 I \� � \ / \Q098� O \ 1 \ \ \ *CBMH 3 - I I > � 3 0 0 - V `TR� I \ \ \ co \ TOP=956.5 I�1 _ / 96 . I I \ \ � lNV=952.61 ( I I 1 a0 \ *T 108 I 1 I 1 S k8 ,� �TRC.5 \ *MH 2 L I' 00 I I .81 `{�V 1 1 \ TOP -956.9 I ` n YYY� 1113 INV=947.64 (S) l - I958.94 1 INV=947.54 (N) I 1 \ - / I l 9130 RD 11141 1 TR 25" \�s"�T 58.7p VVin R \� \ C l .� I 1 Ili / r�YY2Q21 / \ y a§�2 \ titi ///JfRD 2 V n 2 °2197 197 / 1 i3d� I 1 r ° 961.48 1 CY YD - PRD 20" TRD/ 6" G TE VALVE A - 8"x6" T I I ) 1 I A ol 8" 8" TEE C Y \ iV I I I �•• �q ;i E��I � I I I I A II I V 2 AT€,-r1ALVES --' I 1 I I „ / _>> 1 RAItGE AND TILITY EMENT I 25 7 A 1174 V I 962.45 .95 s - - I FE M I 1173 962.1 V ET 1�TOP=959.44°' I / =948.82 (E) 151 EXISTING BUILDINGINV948.72 (N) SR�Ra I I I INV=95 4 / I ICBMH 2 ,- I h \IV ,� I LOT 1 �h I IV 1 / II II I V \ BEND I M PRrLOT;[ OSED NKI HYDRANT - I 10 6'I GATE VALVE / - 120, 27S�I 961.82 2511 ;_ FE 1 II I liV�= rFUTURE EXPANSION I � I I III � II � I II III 1 I I IIIII I I � 2347 TRD 8" CBMH T RIM -955.0\ I ( I 11 II INV=948.76 956. TRD 2158 56. 56. 253 94 / 959.04 \ TRC 20" \ \ �� 2415 I N \\ 8 ° 952.12 V C 1 0" \ \l l/{- ' 2 24 � 6. 14 6" III 2389 \ / / 2426 �- 1 ./y~;�647 2\ 52.84 I I I I TR .92 .93 R5.82i /, A�2 °� //TR 4�5 .21 TRC 8" 3�- 2 8.78 /�1 I 25 °3 3y/ p I I I II 7z8 : ✓ 2 6 TRD 6" _ T E 957.66" SRC 1 ° TR�1�" �Sp 8� 11 / 1377 2405 1M - 3 \ 950.21 53 0.J TRD yV- 47 }\ TRC 20"/ *)'C 376 V ti I mac__ =� 45970 SF DRAINAGE AND UTILITY DA MENU --, _� so.10 �U� C+rn \�9 1 COCj� l 9lj 948` 9\ .0) 1 ` 1 1 T \ RIM= 61 \ \ j� NV- 49. \ INV -949.8 S \ 95 --949.2 . \ =949.2 E C INV- 2 SE \ 107473 0\ \ \ 9 3 \ � RIM=957.216,, �\ L CAP \Q NV=951.6 a 1;7 p% / NV=9,". zp l` 5P.75 \ C' q !/ INV=952.8 �\ NV=WLH -M-T -1 L []I \ \ CAN \ cC U NV= CANNOT REACH N II `Tom_ \\ INV=953.4 E961.\ 1 I "" TRDB t'`�� I I 11122 > I I 1TRC 2361 \ \ \\ 1 \ 61.47 \ i I TRC \ q� _. ._ _. ._ _. I j I I 1 \ /PROPOSED BUILDING \ 45,750 SF i 1 / FIFE: 962.0 I 1 I LOT 2 I I I \ I I ID I Ti b W EN ER SI X T 1 1 I 962. I -BLOCK 1 OMMERCE C I 1 1 962.98 z FE I I'I LINK W i I I I I I v 0 » >> > I I I I LLI i 1 I U LOT 1 I` I w II 1 12,5 / • S f^ ! 961. TRD 24 I I \ / ND T DRAINAGE AND UTILITY EASEMENT 6' DRA/N I �'�/� �E ND ULYJTY EASEM � \ FUTURE EXPANSION I III I 0 1 I I I /II I % \ 1 332' 1 1 \ I I UNDERGROUND 1 INFILTRATION SYSTEM Lo - -- - - - - -- J �__---------- _� - ----- 50'x3 0.07DRA/NAE AND UTILITY EASEMENT \ - - _ - - �� sot � T 9 -------- _---__-- ==-UFF=TF44060��=------ 1 14I14"5.29-- - NV=946.3 E/W 2384 1 - - ` INY��i4.fi.6 N- TRD I =9 .38 - - - CANNOT REA( 955.70ZZI NV=944.6S/E 8" SAN i--!---- > -- >--- I _____ __ >> >, > » 1ON=4.07 r��- >�1_RCP» »--»--?? ----- �� -»T» --------------- --_ _ \ t - - - - - - - - - - - - - - - - - -- - - - - - - z A �- \ I I I I I I RIM=956'.19-\ 1 \ _ Th 1349 INV=9d7 EM - 957.74 %LP 0 50 100 GRAPHIC SCALE IN FEET LEGEND STORMWATER BMP PROPERTY BOUNDARY NWL HWL LOT LINE EOF UNDG. INFILTRATION BASIN --------- 948.0 EASEMENT LINE 954.8 953.1 SETBACK LINE - / RIGHT OF WAY LINE \ \ *NOTE.• LOCATION AND/OR ELEVATION OF EXISTING I \ \ \ PRIVATE UTILITIES SHOWN AT 500 CHELSEA ROAD 2010 953.20 \ \ \ ARE BASED ON PREVIOUS PLANS. SEE SITE SURVEY DATED 1/2/2020 BY WENCK - 2314 .20 \ \ \ \ \ ASSOCIATES FOR SURVEYED INFRASTRUCTURE P s \\7 \ \ \ \\ �M a I `\ \ F \\ \ \ \ \ \ TOP=952. \ \ INV=946.5 \ �\ ' G \ � 2310 INV=938.12 I I F 2264 T 1 \ \ \ \ 953.22 C \ \ \ 226 2761 \ \ \ / \ 955.81 5 9 ��\ II 3G= \ H 9\ 3-' C \ \ =954.03\ \ 1 ^ INV=948.6 *. \ I \ 1 l l I - -44YORANT 6" GATE VALVE =G V cp RIM -954. \ \ / \ .=9481 E .\ \ l l l 95 - 8"x6„CL�\C _ V- 1 N • iO�C RIM=938.6 W \ \ ANN C� rINe = E .00 I / \ 1 \ <<qj p[2 8.65\ �-12' D AGE UTILITA D 12" 9F / / \ , TOP -955.8 r I In lNV=952.8 1 I �`'�2224 ✓I F / 58.34 1099 I \ \ 7 I 1 J 22 8 T D *RC721 I \� � \ / \Q098� O \ 1 \ \ \ *CBMH 3 - I I > � 3 0 0 - V `TR� I \ \ \ co \ TOP=956.5 I�1 _ / 96 . I I \ \ � lNV=952.61 ( I I 1 a0 \ *T 108 I 1 I 1 S k8 ,� �TRC.5 \ *MH 2 L I' 00 I I .81 `{�V 1 1 \ TOP -956.9 I ` n YYY� 1113 INV=947.64 (S) l - I958.94 1 INV=947.54 (N) I 1 \ - / I l 9130 RD 11141 1 TR 25" \�s"�T 58.7p VVin R \� \ C l .� I 1 Ili / r�YY2Q21 / \ y a§�2 \ titi ///JfRD 2 V n 2 °2197 197 / 1 i3d� I 1 r ° 961.48 1 CY YD - PRD 20" TRD/ 6" G TE VALVE A - 8"x6" T I I ) 1 I A ol 8" 8" TEE C Y \ iV I I I �•• �q ;i E��I � I I I I A II I V 2 AT€,-r1ALVES --' I 1 I I „ / _>> 1 RAItGE AND TILITY EMENT I 25 7 A 1174 V I 962.45 .95 s - - I FE M I 1173 962.1 V ET 1�TOP=959.44°' I / =948.82 (E) 151 EXISTING BUILDINGINV948.72 (N) SR�Ra I I I INV=95 4 / I ICBMH 2 ,- I h \IV ,� I LOT 1 �h I IV 1 / II II I V \ BEND I M PRrLOT;[ OSED NKI HYDRANT - I 10 6'I GATE VALVE / - 120, 27S�I 961.82 2511 ;_ FE 1 II I liV�= rFUTURE EXPANSION I � I I III � II � I II III 1 I I IIIII I I � 2347 TRD 8" CBMH T RIM -955.0\ I ( I 11 II INV=948.76 956. TRD 2158 56. 56. 253 94 / 959.04 \ TRC 20" \ \ �� 2415 I N \\ 8 ° 952.12 V C 1 0" \ \l l/{- ' 2 24 � 6. 14 6" III 2389 \ / / 2426 �- 1 ./y~;�647 2\ 52.84 I I I I TR .92 .93 R5.82i /, A�2 °� //TR 4�5 .21 TRC 8" 3�- 2 8.78 /�1 I 25 °3 3y/ p I I I II 7z8 : ✓ 2 6 TRD 6" _ T E 957.66" SRC 1 ° TR�1�" �Sp 8� 11 / 1377 2405 1M - 3 \ 950.21 53 0.J TRD yV- 47 }\ TRC 20"/ *)'C 376 V ti I mac__ =� 45970 SF DRAINAGE AND UTILITY DA MENU --, _� so.10 �U� C+rn \�9 1 COCj� l 9lj 948` 9\ .0) 1 ` 1 1 T \ RIM= 61 \ \ j� NV- 49. \ INV -949.8 S \ 95 --949.2 . \ =949.2 E C INV- 2 SE \ 107473 0\ \ \ 9 3 \ � RIM=957.216,, �\ L CAP \Q NV=951.6 a 1;7 p% / NV=9,". zp l` 5P.75 \ C' q !/ INV=952.8 �\ NV=WLH -M-T -1 L []I \ \ CAN \ cC U NV= CANNOT REACH N II `Tom_ \\ INV=953.4 E961.\ 1 I "" TRDB t'`�� I I 11122 > I I 1TRC 2361 \ \ \\ 1 \ 61.47 \ i I TRC \ q� _. ._ _. ._ _. I j I I 1 \ /PROPOSED BUILDING \ 45,750 SF i 1 / FIFE: 962.0 I 1 I LOT 2 I I I \ I I ID I Ti b W EN ER SI X T 1 1 I 962. I -BLOCK 1 OMMERCE C I 1 1 962.98 z FE I I'I LINK W i I I I I I v 0 » >> > I I I I LLI i 1 I U LOT 1 I` I w II 1 12,5 / • S f^ ! 961. TRD 24 I I \ / ND T DRAINAGE AND UTILITY EASEMENT 6' DRA/N I �'�/� �E ND ULYJTY EASEM � \ FUTURE EXPANSION I III I 0 1 I I I /II I % \ 1 332' 1 1 \ I I UNDERGROUND 1 INFILTRATION SYSTEM Lo - -- - - - - -- J �__---------- _� - ----- 50'x3 0.07DRA/NAE AND UTILITY EASEMENT \ - - _ - - �� sot � T 9 -------- _---__-- ==-UFF=TF44060��=------ 1 14I14"5.29-- - NV=946.3 E/W 2384 1 - - ` INY��i4.fi.6 N- TRD I =9 .38 - - - CANNOT REA( 955.70ZZI NV=944.6S/E 8" SAN i--!---- > -- >--- I _____ __ >> >, > » 1ON=4.07 r��- >�1_RCP» »--»--?? ----- �� -»T» --------------- --_ _ \ t - - - - - - - - - - - - - - - - - -- - - - - - - z A �- \ I I I I I I RIM=956'.19-\ 1 \ _ Th 1349 INV=9d7 EM - 957.74 %LP 0 50 100 GRAPHIC SCALE IN FEET LEGEND NOTES 1. CITY OF MONTICELLO STANDARD SPECIFICATIONS (CURRENT EDITION) SHALL GOVERN FOR THIS PROJECT. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES. STORMWATER BMP SUMMARY TABLE STORMWATER BMP PROPERTY BOUNDARY NWL HWL LOT LINE EOF UNDG. INFILTRATION BASIN --------- 948.0 EASEMENT LINE 954.8 953.1 SETBACK LINE - - - RIGHT OF WAY LINE EXISTING EASEMENT LINE W EXISTING PROPERTY LINE EXISTING MINOR CONTOUR - EXISTING MAJOR CONTOUR » EXISTING STORM SEWER > > EXISTING SANITARY SEWER I EXISTING WATERMAIN 0w OS EXISTING SANITARY MANHOLE ® EXISTING STORM SEWER MANHOLE ® EXISTING STORM SEWER INLET Q EXISTING FLARED END SECTION EXISTING HYDRANT wV m EXISTING WATER VALVE �w 901 PROPOSED MINOR CONTOUR 900 PROPOSED MAJOR CONTOUR - - GRADING LIMITS STORM SEWER >> > SANITARY SEWER WATERMAIN Q STORM MANHOLE ■ STORM CATCH BASIN FLARED END SECTION 0 SANITARY MANHOLE HYDRANT GATE VALVE NOTES 1. CITY OF MONTICELLO STANDARD SPECIFICATIONS (CURRENT EDITION) SHALL GOVERN FOR THIS PROJECT. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES. STORMWATER BMP SUMMARY TABLE STORMWATER BMP BOTTOM NWL HWL RIM EOF UNDG. INFILTRATION BASIN 948.0 948.0 954.67 954.8 953.1 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 V^V WENCKI 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM CLIENT: Lu J U Lu 0 0 z Lu U) 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM (3 lxY1C cD z I CN z 0 U)z Q a x w J U LL Q I OW J z Lu z z 0 2z LL D 00 � U U r= V CERTIFICATION PROJECT NO.: 005898-19-002 DWN BY: JTP H APP'D BY: DML ISSUE DATE: 08/24/2020 z W Z � 0w C) �w Q W 0 W o � � CD CD LLI O O fV fV � Lo 0 O N O O CERTIFICATION PROJECT NO.: 005898-19-002 DWN BY: JTP CHK'D BY: JRA APP'D BY: DML ISSUE DATE: 08/24/2020 ISSUE NO.: 2 SHEET TITLE: STORM SEWER PLAN SHEET NO.: C-501 d rn CYi N 0 N CD N N co z Q J d w a Q U 0 z Q 0 J_ Cn w W 2 z Q J d Q U i z c� U) LU 0 LID U N 0 0 0 in U a� U L Q a� 0 00 M 0 75 *MH 1- TOP=952.5 INV=946.5 INV=938. 12 2010 953.20 \QQ11 S *MH 2 TOP=956.9 I 00 INV=947.64 (S) n INV=947.54 (N) I I n II n I� n II n II n II n II n TOP=959.4�°I�C� INV=948.82 (E) I I5q S�,R INV=948.72 (N) - TRANSPLANTED SURVEYED TREE 1015 *NOTE.• LOCATION AND/OR ELEVATION OF EXISTING PRIVATE UTILITIES SHOWN AT 500 CHELSEA ROAD ARE BASED ON PREVIOUS PLANS. SEE SITE SURVEY DATED 1/2/2020 BY WENCK ASSOCIATES FOR SURVEYED INFRASTRUCTURE TRANSPLANTED SURVEYED TREE 1026 TRANSPLANTED SURVEYED TREE1034 NV=938.6 W NV=938.8 E oM\� TRANSPLANTED 958.65 �`�2221 � �C M SURVEYED TREE 1075 (D 2 \ 01 J TRD 12" .� 954. TRANSPLANTED 0�^� 2224 S ° 1958. i TRD 2228 9�0gg . 0.30 0 3%RC 8" 962.03 �.J�Jk�Y2.„ ��' 61.40 TRC 8" 02235 960.81 �J TRD 25" 2238 S ° 2 961.30 �J TRD 25" �`� 2202 S ° < 962.41 �/ TRD 25" 2197 961.66 TRD 20" i N P . '�. SURVEYED TREE 2265, 8" CALIPER �J 1099 TRANSPLANTED L X857.72 Y*A TRr \ SURVEYED TREE 2283, 8" CALIPER TRANSPLANTED �/ 110a (1) PG ° •� \ SURVEYED TREE 2056, 4' CALIPER Z, _ }957.85 %/V TRC (1) PP (2) SF 1113 °ll • ° • TRANSPLANTED �� TRD (2) MS SURVEYED TREE 2298,2" CALIPER TRD��//151 ��.° 58. (2) PR (2) SIF (2)S \� I I I (6) SF 00 \ 1138 . � 5 93 � (1) PP(14) SF L NO CAP \�•• I. 102 \ (6) SF I TRID I RD (1) SR I (1) SR (2) MS I (2) MS (6) SF I T961. 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I (2) Iv •� 2 (4) MS 344 06 \ 95021 �\ ( ) Iv TR(1) SR c "' (66) CS (1) SR I(() MISGROUND (1) SR (1) MS (1) SIR 1 4376 (1) MS NF .'„`\. (3)IV 11(1)MISr (2) SIR (3)VO ----------------- T TRC L (2) SR (1) MS (2) SR (3) SR (13) BN (2) MS so (1) AR1 - 10)-9 ------------------ 24 184 (- (8) IV (1) MS f x (8) IV 9 s8 (1 0) VO (7) VO 84 1 (8) IV X (3) AR = (8IV (5) VO RD (6)VO (6) VO (7)AR (9)IV INV=944.6S/E - >--8" SAN �-- >-- �--------------- )----(3)VO - - - - ----------------------- --r--- --- 1 AR --------- - - - - - - - - - - - - - - - - - L -t-- - N 0 50 100 GRAPHIC SCALE IN FEET LEGEND LTi �1�►��% C_J PROPERTY BOUNDARY LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE SECTION LINE QUARTER LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE PROPOSED FENCE LINE DECIDUOUS TREE CONIFEROUS TREE ORNAMENTALTREE EXISTING TREE TO BE TRANSPLANTED SHRUB/PERENNIAL PLANT ROCK MULCH MINNESOTA STATE SEED MIX 25-131, LOW MAINTENANCE TURF; 191,000 SF INFILTRATION SEED - EMERGENT WETLAND MIX BY SHOOTING STAR NATIVE SEEDS, OR APPROVED OTHER; 22,500 SF PLANTING SCHEDULE: Required Proposed Overall Lot Caliper Inches Required 30 Trees Preserved Tree Caliper Inches 16 2 Tree Preservation Credit (1.25 multiplier) 20 w Total Caliper Inches Required 10 Total Evergreen Trees Required 8 8 Vehicular Use Area Interior Caliper Inches Required 18 18 Perimeter Caliper Inches Required 22 26 Buffer Canopy Trees Required 26 SYRIGA RETICULATA Understory Trees Required 29 25' Screening Shrubs Required 198 11/2" B&B Shrubs Interior Vehicular Use Area Shrubs Required 30 30 Foundation Shrubs Required 17 17 PLANTING SCHEDULE: 005898-19-002 Q CHK'D BY: LNJ APP'D BY: LNJ O Trees ow 2 Q w Z QTY SYMBOL COMMON NAME LATIN NAME HEIGHT WIDTH SPACING SIZE 18 SR JAPANESE TREE LILAC SYRIGA RETICULATA 30' 25' PER PLAN 11/2" B&B 21 MS SPRING SNOW CRABAPPLE MALUS'SPRING SNOW' 30' 20' PER PLAN 11/2" B&B 12 AR NORTHWOOD RED MAPLE ACER RUBRUM'NORTHWOOD' 50' 35' PER PLAN 21/2" B&B 13 BN RIVER BIRCH BETULA NIGRA 60' 30' PER PLAN 21/2" B&B 3 PR NORWAY PINE PINUS RESINOSA 80' 40' PER PLAN 6' B&B 2 PG BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 40' 30' PER PLAN 6' B&B 3 PP COLORADO GREEN SPRUCE PICEA PUNGENS 60' 30' PER PLAN 6' B&B 72 TOTALTREES Shrubs QTY COMMON NAME LATIN NAME HEIGHT WIDTH SPACING SIZE 30 SF FRITSCHIANA SPIREA SPIRAEA FRITSCHIANA 3' 5' PER PLAN #2 POT 66 CS ARCTIC FIRE DOGWOOD CORNUS STOLON I FERATARROW' 6' 4' PER PLAN #5 POT 66 IV AFTERGLOW WINTERBERRY ILEX VERTICILLATA'AFTERGLOW' 6' 6' PER PLAN #2 POT 66 VO COMPACT EUROPEAN VIBURNUM VIBURNUM OPULUS'COMPACTUM' 6' 6' PER PLAN #5 POT 30 Si LITTLE PRINCESS SPIREA SPIRAEAJAPONICA 3' 3' PER PLAN #2 POT 258 TOTALSHRUBS NOTES 1. QUANTITIES SHOWN ON THE PLAN SHALL SUPERSEDE QUANTITIES SHOWN IN THE PLANTING SCHEDULE SHOULD THERE BE A DISCREPANCY. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 V ^Av WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: (0 lxY1C O Z U) a n CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STAT OF MINNESOTA. r Id- ffci'UM_Jonet��/ LICENSE NO.: 52856 DATE: 03/05/2020 PROJECT NO.: 005898-19-002 Q CHK'D BY: LNJ APP'D BY: LNJ O Z ow 2 Q w Z X W �� O >. o 0 C14 C14Q U � Q U-) -tt CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STAT OF MINNESOTA. r Id- ffci'UM_Jonet��/ LICENSE NO.: 52856 DATE: 03/05/2020 PROJECT NO.: 005898-19-002 DWN BY: JRN CHK'D BY: LNJ APP'D BY: LNJ ISSUE DATE: 08/24/2020 ISSUE NO.: 2 C14 C14 W O O C14 C14Q U-) -tt CD 0 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STAT OF MINNESOTA. r Id- ffci'UM_Jonet��/ LICENSE NO.: 52856 DATE: 03/05/2020 PROJECT NO.: 005898-19-002 DWN BY: JRN CHK'D BY: LNJ APP'D BY: LNJ ISSUE DATE: 08/24/2020 ISSUE NO.: 2 SHEET TITLE: LANDSCAPE PLAN SHEET NO.: L-101 'u 0 0 ri O N O N It N 00 0 z a J n LU a U U) 0 z a J r 0 J U) F - w w 2 z J w M 0 a U i z (D U) w 01 U 75 N O O g U a� U L a a� 0 co m co *MH 1 - TOP= 952.5 INV=946.5 INV=938.12 I 2010 953.20 G \� S \ G �\ *NOTE.• LOCATION AND/OR ELEVATION OF EXISTING PRIVATE UTILITIES SHOWN AT 500 CHELSEA ROAD ARE BASED ON PREVIOUS PLANS. SEE SITE SURVEY DATED 1/2/2020 BY WENCK ASSOCIATES FOR SURVEYED INFRASTRUCTURE n S *MH 2 - TOP=956.9 INV=947.64 (S) I I n INV=947.54 (N) A TOP=959.4O1�� INV=948.82 (E) I9 SB,R INV=948.72 (N) EXISTING BUILDING INV=938.6 W �I NV=938.8 E `\W \ 01 95. \� N P 0 '-V\ INV=939.9 E INV=939.7 W 00 ` \ 56 3 \ L NO CAP \Q / r\ 1111:-Y I � \ I \ \ I � \ I \ \ 1111 11 � I i PROPOSED BUILDING 45,750 SF FIFE: 962.0 LEGEND PROPERTY BOUNDARY LOT LINE --------- EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE SECTION LINE QUARTER LINE — — — — — — — — — EXISTING EASEMENT LINE EXISTING PROPERTY LINE DECIDUOUS TREE \ O CONIFEROUS TREE t f f 1.0/ ORNAMENTAL TREE EXISTING TREE TO BE TRANSPLANTED N 0 50 100 GRAPHIC SCALE IN FEET ® \ SHRUB/PERENNIAL PLANT ROCK MULCH MINNESOTA STATE SEED 25-131, LOW MAINTENANCE TURF; 191,000 SF INFILTRATION SEED - EMERGENT WETLAND MIX BY SHOOTING STAR NATIVE SEEDS, OR APPROVED OTHER: 22,500 SF ... ....................... I� .•l'I � LANDSCAPE COURTYARD THKU ALTERNATE ....... :: :. I :� l L ±A I i \ \. UNDERGROUND INFILTRATION SYSTEM i 502 — 9 - - — — ---- — — — -- — — — — — — ——LPe9FIP-kOCYtP— — — — — — — — — — — — — LMF RLS 2 — IM=956.38 $" SAN I — — — — — — — — — — — — — — — — — — — — INV-944.6S/E i i �— — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — - r ------------------------- --------------------------- L — t — — — — — — — — — — — — — I I I I SCALE: 1" = 10' NOTES 1. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO CONSTRUCTION FOR DESIRED PLANTINGS WITHIN COURTYARD AREA. LANDSCAPE COURTYARD ALTERNATE IS PROPOSED BEYOND CITY CODE REQUIREMENTS. OWNER MAY ADD, REMOVE, OR MODIFY PLANTINGS AS DESIRED WITHIN COURTYARD AREA. COURTYARD PLANTINGS ARE NOT TO BE INCLUDED IN BASE BID. 2. QUANTITIES SHOWN ON THE PLAN SHALL SUPERSEDE QUANTITIES SHOWN IN THE PLANTING SCHEDULE SHOULD THERE BE A DISCREPANCY. PLANTING SCHEDULE: Trees CITY SYMBOL COMMON NAME LATIN NAME HEIGHT WIDTH SPACING SIZE 3 GT SKYLINE HONEYLOCUST GLEDITSIA TRIACANTHOS'SKYCOLE' 50' 35' PER PLAN 2 1/2" B&B 3 TOTALTREES Shrubs CITY COMMON NAME LATIN NAME HEIGHT WIDTH SPACING SIZE 10 VT COMPACTAMERICAN CRANBERRY VIBURNUM TRILOBUM'BAILEYCOMPACT' 6' 6' PER PLAN #5 POT W HA - �-I HYDRANGEA ARBORACENS'ANNABELLE' 5' 5' PER PLAN #5 POT 6 RA FRAGRANT SUMAC 2' 8' PER PLAN \ 12 Si LITTLE PRINCESS SPIREA SPIRAEAJAPONICA I 3' PER PLAN . "�. 14 JS SCANDIAJUNIPER JUNIPERUS SABINA'SCANDIA' 18" 5' PER PLAN #5 POT (6) SJ H PROPOSED LINKI PROPOS D LINK 2' 2' PER PLAN #1 POT 83 TOTALSHRUBS LOT 1 I 2,377 SF LO 2 2,218S FIFE: 962.0 I FIFE: 62.0 ..I. `I. I \ FUTURE EXPANSION .I �. ...... .. ... . . . . . . . . . .`. . . . . ..`.�.�.�.�.�.�.`.�.�.�.�.�.�.�.� � . .F ..'...........................................................�.�.�.' '� I r �Ft1.TURE£XP.fiNStC7N'.`.'.'.'.� I 'r' I \ . . :: ` .i. I ... ....................... I� .•l'I � LANDSCAPE COURTYARD THKU ALTERNATE ....... :: :. I :� l L ±A I i \ \. UNDERGROUND INFILTRATION SYSTEM i 502 — 9 - - — — ---- — — — -- — — — — — — ——LPe9FIP-kOCYtP— — — — — — — — — — — — — LMF RLS 2 — IM=956.38 $" SAN I — — — — — — — — — — — — — — — — — — — — INV-944.6S/E i i �— — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — - r ------------------------- --------------------------- L — t — — — — — — — — — — — — — I I I I SCALE: 1" = 10' NOTES 1. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO CONSTRUCTION FOR DESIRED PLANTINGS WITHIN COURTYARD AREA. LANDSCAPE COURTYARD ALTERNATE IS PROPOSED BEYOND CITY CODE REQUIREMENTS. OWNER MAY ADD, REMOVE, OR MODIFY PLANTINGS AS DESIRED WITHIN COURTYARD AREA. COURTYARD PLANTINGS ARE NOT TO BE INCLUDED IN BASE BID. 2. QUANTITIES SHOWN ON THE PLAN SHALL SUPERSEDE QUANTITIES SHOWN IN THE PLANTING SCHEDULE SHOULD THERE BE A DISCREPANCY. PLANTING SCHEDULE: Trees CITY SYMBOL COMMON NAME LATIN NAME HEIGHT WIDTH SPACING SIZE 3 GT SKYLINE HONEYLOCUST GLEDITSIA TRIACANTHOS'SKYCOLE' 50' 35' PER PLAN 2 1/2" B&B 3 TOTALTREES Shrubs CITY COMMON NAME LATIN NAME HEIGHT WIDTH SPACING SIZE 10 VT COMPACTAMERICAN CRANBERRY VIBURNUM TRILOBUM'BAILEYCOMPACT' 6' 6' PER PLAN #5 POT 15 HA ANNABELLE HYDRANGEA HYDRANGEA ARBORACENS'ANNABELLE' 5' 5' PER PLAN #5 POT 6 RA FRAGRANT SUMAC RHUS ARAMOATICA'GRO-LOW' 2' 8' PER PLAN #5 POT 12 Si LITTLE PRINCESS SPIREA SPIRAEAJAPONICA 3' 3' PER PLAN #2 POT 14 JS SCANDIAJUNIPER JUNIPERUS SABINA'SCANDIA' 18" 5' PER PLAN #5 POT 26 H HOSTA HOSTA 2' 2' PER PLAN #1 POT 83 TOTALSHRUBS WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 V ^Ak V WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: LLI N O 0 CD 04 M 00 0 0 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STAT OF MINNESOTA. r L--y— �9N-N.-Jonrt��/ LICENSE NO.: 52856 DATE: 03/05/2020 PROJECT NO.: 005898-19-002 DWN BY: CHK'D BY: APP'D BY: JRN LNJ LNJ ISSUE DATE: 08/24/2020 ISSUE NO.: 2 SHEET TITLE: LANDSCAPE ALTERNATE SHEET NO.: L-1 02 n rn N O N O N O N N co SETBACK LIN PROPERTY LIN SOUTH LANDSCAPE SCREENING SECTION LANDSCAPE NOTES 1. TREES AND SHRUBS SHALL BE PROVIDED IN THE QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY AS CHOSEN BY THE OWNER/OWNER AS LISTED ON THE LANDSCAPE PLAN L 101. 2. TREES AND SHRUBS SHALL BE HEALTHY, VIGOROUS STOCK, GROWN IN RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS. 3. OWNER RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES, AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. 4. NURSERY STOCK SHALL BE DELIVERED DIRECTLY FROM NURSERY. HEEL IN IMMEDIATELY UPON DELIVERY IF NOT TO BE PLANTED WITHIN FOUR HOURS, COVERING WITH MOIST SOIL OR MULCH TO PROTECT FROM DRYING. STORE PLANTS IN SHADE AND PROTECT FROM WEATHER. 5. PROTECTION FROM EXTREMES IN EXPOSURE AND ROUGH HANDLING SHALL BE PROVIDED FOR ALL PLANT MATERIALS DURING TRANSPORT AND STORAGE. 6. THE CONTRACTOR SHALL NOTIFY THE OWNER 48 HOURS PRIOR TO PLANTING SO THAT A MUTUALLY AGREEABLE TIME MAY BE ARRANGED FOR INSPECTION. 7. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS WITH STAKES CENTERED AT PROPOSED PLANTING LOCATIONS FOR APPROVAL BY OWNER. 8. DO NOT START PLANTING WORK UNTIL LAYOUT IS APPROVED BY THE OWNER. TURF RESTORATION NOTES 1. EDGE RESTRAINT BETWEEN PLANTING BEDS AND TURF SHALL BE BLACK COMMERCIAL GRADE LANDSCAPE EDGING BY COL -MET OR APPROVED EQUAL, 6"x12 GAUGE STEEL. 2. THE ESTABLISHMENT PERIOD FOR SEED SHALL BEGIN IMMEDIATELY AFTER INSTALLATION, WITH THE APPROVAL OF THE OWNER, AND CONTINUE UNTIL THE DATE THAT THE OWNER PERFORMS A FINAL INSPECTION. 3. THE ESTABLISHMENT PERIOD FOR SEEDED AREAS IS 1 YEAR. 4. TURF SEED SHALL CONFORM TO MNDOT SPEC. 3876 SEED; SEED SPECIES COMPOSITION SHALL BE MINNESOTA STATE SEED MIX 25-131 - LOW MAINTENANCE TURF. 5. FERTILIZER SHALL CONFORM TO MNDOT SPEC. 3881, TYPE 2 PHOSPHOROUS -FREE. 6. FERTILIZER SHALL HAVE A FORMULA (N -P -K) AS DETERMINED BY THE RESULTS OF A SOIL TEST. CONTRACTOR TO CONDUCT SOIL TEST AND PROVIDE RESULTS ALONG WITH RECOMMENDED FERTILIZER FORMULA TO OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLICATION. 7. IMPORTED TOPSOIL SHALL CONFORM TO MNDOT SPEC. 3877.213 LOAM TOPSOIL BORROW. TOPSOIL SHALL BE SCREENED, PULVERIZED, AND CONTAIN LESS THAN 30% CLAY. 8. 6" OF TOPSOIL SHALL BE PLACED IN ALL SEEDING AREAS. 9. INSTALLATION OF SEED SHALL OCCUR WITHIN ONE (1) WEEK OF COMPLETING THE GRADING. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR WATER DURING THE PLANTING ESTABLISHMENT PERIOD. SPECIE NO AGGREC MATERI UNI LLL Vl%I IIJI V. JJI SOUTH LANDSCAPE SCREENING PERSPECTIVE 1 "=20' LANDSCAPE ISLAND PLANTING DETAIL NOT TO SCALE DECIDUOUS TREE PLANTING NOT TO SCALE SPECIES AS SHOW ON PLAN PRUNE ANY DAMAGED OR BROKEN BRANCHES. DO NOT CUT LEADER. ROOT FLARE MUST BE ABOVE FINISHED GRADE. DO NOT COVER ROOT FLARE WITH MULCH DOUBLE SHRED, HARD WOOD MULCH (4") MIN ROUGH THE SIDES OF THE HOLE SO THEY ARE NOT GLAZED FROM DIGGING. LOOSEN SIDES OF ROOT BALL AND PRUNE DAMAGED, DESICCATED, OR GIRDLING ROOTS. BACKFILL AROUND THE ROOT BALL WITH LOOSE SOIL. WORK SOIL TO SETTLE AND ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY WHEN BACKFILLED 2/3 FULL AND ALLOW TO SETTLE. SET ROOT BALL ON SOIL BACKFILL SO THAT TOP OF ROOT BALL IS ABOVE FINISHED GRADE. CONIFEROUS TREE PLANTING NOT TO SCALE SPECIES AS SHOW ON PLAN PRUNE ANY DAMAGED OR BROKEN BRANCHES. DO NOT CUT LEADER. ROOT FLARE MUST BE ABOVE FINISHED GRADE. DO NOT COVER ROOT FLARE WITH MULCH DOUBLE SHRED, HARD WOOD MULCH (3") MIN ROUGH THE SIDES OF THE HOLE SO THEY ARE NOT GLAZED FROM DIGGING. LOOSEN SIDES OF ROOT BALL AND PRUNE DAMAGED, DESICCATED, OR GIRDLING ROOTS. BACKFILL AROUND THE ROOT BALL WITH LOOSE SOIL. WORK SOIL TO SETTLE AND ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY WHEN BACKFILLED 2/3 FULL AND ALLOW TO SETTLE. SET ROOT BALL ON SOIL BACKFILL SO THAT TOP OF ROOT BALL IS ABOVE FINISHED GRADE. INSPECTION AND ACCEPTANCE 1. LANDSCAPE WORK WILL BE INSPECTED FOR ACCEPTANCE IN PARTS AGREEABLE TO THE OWNER, PROVIDED WORK OFFERED FOR INSPECTION IS COMPLETE, INCLUDING MAINTENANCE, FOR THE PORTION IN QUESTION. 2. AT THE CONCLUSION OF THE ESTABLISHMENT PERIOD, WHICH WILL BE ONE YEAR FOLLOWING INITIAL INSTALLATION A FINAL INSPECTION OF PLANTING WILL BE MADE TO DETERMINE THE CONDITIONS OF AREAS SPECIFIED FOR LANDSCAPING. 3. WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE -INSPECTED BY OWNER AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM SITE. PLANTING NOTES 1. UPON APPROVAL OF STAKING LOCATIONS CONTRACTOR SHALL EXCAVATE PLANTING HOLES CENTERED AT STAKED LOCATIONS. 2. DIG HOLES AS DETAILED AND TO A DIAMETER A MINIMUM OF TWO TIMES THE DIAMETER OF THE ROOT BALL OR CONTAINER. 3. REMOVE STICKS, RUBBISH, FOREIGN MATERIALS AND UNDESIRABLE PLANTS AND THEIR ROOTS. REMOVE STONES MEASURING OVER 1-1/2 INCHES IN ANY DIMENSIONS. 4. SET BALLED AND BURLAPPED (B&B) STOCK ON LAYER OF COMPACTED PLANTING SOIL MIXTURE, PLUMB AND IN CENTER OF PIT OR TRENCH WITH TOP OF ALL AT SAME ELEVATION AS ADJACENT FINISHED LANDSCAPE GRADES. 5. ROOT FLARE OF THE TREE MUST BE ABOVE FINISHED GRADE. 6. CUT ALL CORDS AND TWIN AND REMOVE WIRE BASKET AND BURLAP FROM TOP AND SIDES OF BALLS; RETAIN BURLAP ON BOTTOMS. 7. WHEN SET, PLACE ADDITIONAL PLANTING SOIL BACKFILL AROUND BASE AND SIDES OF BALL, AND WORK EACH LAYER TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS. 8. WHEN EXCAVATION IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDER OF BACKFILL. 9. REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING FINAL LAYER OF BACKFILL. 10. FOR CONTAINER GROWN STOCK, SAME AS FOR BALLED AND BURLAPPED STOCK, EXCEPT CUT CONTAINERS ON SIDES INTO QUARTERS WITH SHEAR. REMOVE CONTAINER BEFORE SETTING PLANT SO AS NOT TO DAMAGE ROOT BALLS. 11. WATER EACH PLANT WITHIN 2 HOURS OF PLANTING. 12. ALL PLANTINGS TO BE MULCHED UNLESS OTHERWISE NOTED ON THE PLAN. 13. PLACE 4 -INCH THICKNESS OF MULCH AROUND TREES AND SHRUBS WITHIN A PERIOD OF 48 HOURS AFTER THE SECOND WATERING. 14. DO NOT PLACE MULCH IN DIRECT CONTACT WITH TRUNKS OR STEMS. MAINTENANCE NOTES 1. WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE -INSPECTED BY OWNER AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM SITE. 2. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. 3. MAINTAIN TREES AND BUSHES INCLUDING WATERING FOR ONE YEAR AFTER ACCEPTANCE BY OWNER. IT IS CONTRACTORS RESPONSIBILITY FOR COORDINATE WATERING. 4. TRIM, PRUNE, REMOVE CLIPPINGS AND DEAD OR BROKEN BRANCHES, AND TREAT PRUNED AREAS AND OTHER WOUNDS. 5. IT IS THE CONTRACTOR'S OPTION WHETHER OR NOT TO STAKE TREES. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN AN UPRIGHT POSITION THROUGHOUT THE ONE-YEAR GUARANTEE PERIOD. GUARANTEE AND REPLACEMENTS 1 . PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER OWNER ACCEPTANCE AND SHALL BE ALIVE AND IN SATISFACTORY CONDITION AT THE END OF THE GUARANTEE PERIOD. SUCH GUARANTEE EXCLUDES VANDALISM. 2. AT THE END OF THE ONE-YEAR GUARANTEE PERIOD, INSPECTION WILL BE MADE BY THE OWNER UPON WRITTEN NOTICE BY THE CONTRACTOR AT LEAST FIVE DAYS BEFORE THE ANTICIPATED DATE. ANY PLANT MATERIAL REQUIRED UNDER THE CONTRACT THAT IS DEAD OR NOT IN SATISFACTORY CONDITION, AS DETERMINED BY THE OWNER, SHALL BE REMOVED FROM THE SITE, AND SHALL BE REPLACED AS SOON AS CONDITIONS PERMIT DURING THE NORMAL PLANTING SEASONS. 3. THE OPINION OF THE OWNER SHALL GOVERN IN ANY AND ALL DISPUTES BY THE CONTRACTOR REGARDING THE CONDITION AND DISPOSITION OF UNSATISFACTORY MAINTENANCE PROCEDURES OR REJECTED PLANTS. 4. ALL REPLACEMENTS SHALL BE PLANT MATERIAL OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. REPLACEMENT COSTS SHALL BE BORNE BY THE CONTRACTOR. 5. REPLACEMENT PLANTINGS REQUIRED AT THE END OF THE GUARANTEE PERIOD ARE NOT TO BE GUARANTEED. THE PLANT MATERIAL IS SUBJECT TO INSPECTION AND REJECTION BY THE OWNER BEFORE AND AFTER PLANTING. PREPARE SOIL FOR THE ENTIRE BED co PERENNIAL/SHRUB PLANTING NOT TO SCALE ROCK MULCH (2") MIN. MULCH SHOULD NOT TOUCH BASE OF PLANT. COMMERCIAL METAL EDGING, SEE PLAN CONTAINER GROW MATERIALS SHALL HAVE ROOTS HAND LOOSENED UPON PLANTING PLANTING SOIL SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 V^V WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: O z Lu N U) z _o w o ~ C/) w a Lz :�E U 2E Q C/) fl� 0 w w o 0 - CD 0 0 w o 0 NN Q Lo � O N MO6 0 0 z O Q 0 z 0 J cn Z CHK'D BY: W U z � X~ W z �z ISSUE DATE: � o0 ~ U 2 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STAT OF MINNESOTA. r 1 cius N. Jon6t LICENSE NO.: 52856 DATE: 03/05/2020 PROJECT NO.: 005898-19-002 DWN BY: CHK'D BY: APP'D BY: JRN LNJ LNJ ISSUE DATE: 08/24/2020 ISSUE NO.: 2 SHEET TITLE: LANDSCAPE DETAILS AND NOTES SHEET NO.: L-1 03 EXTERIOR MATERIAL FINISH SCHEDULE MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION PRECAST CONCRETE PCAST - 1 FABCON PAINT SW 6254 LAZY GRAY ALL ELEVATIONS WALL PANELS PRECAST CONCRETE PCAST - 2 FABCON PAINT SW 7069 IRON ORE ALL ELEVATIONS WALL PANELS MP -1 METAL PANEL ALUCABOND KYNAR MATCH SW 6789 FIN BLUE MOSQUE FLASH - 1 CAP FLASHING FIRESTONE KYNAR MATCH SW 7069 IRON ORE WALL CAP FLASHING ALL ELEVATIONS AFS FLASH - 1 WINDOW SILL OLDCASTLE ANODIZED ALUMINUM CLEAR ALL ELEVATIONS FLASHING AFS -1 ALUMINUM WINDOW OLDCASTLE ANODIZED ALUMINUM CLEAR ALL ELEVATIONS FRAMES NOTE: THE "BASIS OF DESIGN" MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL INFORMATION AND OTHER APPROVE D SUBSTITUTIONS. OWNER APPROVAL OF EXTERIOR DESIGN AND MATERIALS: SCHEMATIC DESIGN PHASE OWNER SIGNATURE: DATE DESIGN DEVELOPMENT PHASE: OWNER SIGNATURE: DATE: CONSTRUCTION DOCUMENT PHASE: OWNER SIGNATURE: DATE: CONSTRUCTION ADMIN. PHASE: OWNER SIGNATURE: DATE: FIN 150'-0" ROOF LEVEL 136-9112" LINK ROOF BEARI 123-10" SECOND LEVEL. 112'-9" FIRST LEVEL 100'-0" a SOUTH BUILDING EXTERIOR ELEVATION 1" = 20'-011 WEST BUILDING EXTERIOR ELEVATION 111 = 20'-011 I I I V I -Ix V I\ _ ....... _. ___. - V- I I I I V I -Ix V I EAST BUILDING EXTERIOR ELEVATION 1 if = 20'-011 Z O 0 4 5 5.1 5.4 5.8 6. 6.2 7. 8. 9 10 FI PCAST-2 150'-0" EXISTING BUILDING NEW BUILDING FLASH -1 BUILDING BEYOND - PCAST-2 - ROOF LEVEL - - 136'-9112"� LINK ROOF BEARING 123'-10" 7A7 SECOND LEVEL. 112'-9"7 A6 A4 A4 A4 A A4 FIRST LEVEL 100'-0" — — __ __ _____ _____� __— ____ ——______ ----------------- ____ ____— — __— — PCAST-1 AFS -1 HM DOOR PCAST-1 PCAST-2 - AFS -1 NORTH BUILDING EXTERIOR ELEVATION 1 If = 20'-0" 11 14 F r\11./1 11 1 Vr UU ILUIIVV POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com UMC NEW PRODUCTION FACILITY 500 CHELSEA ROAD MONTICELLO, MINNESOTA EXTERIOR ELEVATIONS, EXTERIOR MATERIAL FINISH SCHEDULE Issues and Revisions: 1 CONCEPT 11-18-19 PROPOSAL 2 PUD 01-06-20 DEVELOPMENI STAGE PLAN Commission No: 74761-19170 Drawn bv: LL Checked b BM SHEET ■ TRUE SHEET SCALE C:\Revit Projects\74761-19170 UMC Monticello New Production Facility - PMOMO1Et;l WW AMviller.rvt SHEET INDEX SHEET NUMBER SHEET 06 r r U) CL 0 CL aw LU v O N (6 O 0 Z w Q Z 2 CL o W o � GENERAL A0.1 TITLE SHEET x x A0.2 PARTITION TYPES, SYMBOLS, ABBREVIATIONS A0.3 CODE DATA & CODE FLOOR PLAN CIVIL C-001 COVER SHEET x C-002 GENERAL NOTES x C-003 REMOVAL AND PRECONSTRUCTION EROSION CONTROL PLAN x C-004 SWPP x C-101 OVERALL SITE PLAN x C-102 ENLARGED SITE PLAN NE x C-103 ENLARGED SITE PLAN SE x C-104 ENLARGED SITE PLAN SW x C-105 ENLARGED SITE PLAN NW x C-201 FINAL STABILIZATION PLAN x C-301 OVERALL GRADING PLAN x C-401 UTILITY PLAN x C-501 STORM SEWER PLAN x C-601 PAVING PLAN x C-801 CIVIL DETAILS x C-802 CIVIL DETAILS x C-803 CIVIL DETAILS x C-804 CIVIL DETAILS x C-805 CIVIL DETAILS x LANDSCAPE L-101 LANDSCAPE PLAN x L-102 LANDSCAPE DETAILS AND NOTES x CIVIL .EX -1 TURNING MOVEMENT x 1 -SHEET CERTIFIED SURVEY x 1 -SHEET PHOTOMETRIC PLAN x ARCHITECTURAL A1.1 DEMO SITE PLAN x x A1.2 ARCHITECTURAL SITE PLAN x x A1.3 ENLARGED SITE PLAN x x A2.1 FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN A2.3 ENLARGED FLOOR PLANS A3.1 EXTERIOR ELEVATIONS, EXTERIOR MATERIAL FINISH SCHEDULE x x A4.1 ROOF PLAN A5.1 WALL SECTIONS A6.1 DETAILS A7.1 OPENING SCHEDULE, DOOR TYPES, FRAME TYPES A8.1 TYPICAL MOUNTING HEIGHTS/ INTERIOR ELEVATIONS A9.1 REFLECTED CEILING PLAN A10.1 INTERIOR MATERIAL IDENTIFICATION & ABBREVIATIONS A10.2 ROOM FINISH SCHEDULE A10.3 FLOOR FINISH & WALL FINISH PLANS 500 CHELSEA ROAD MONTICELLO, MINNESOTA 55362 IMAGE FOR ILLUSTRATION PURPOSES ONLY- NOT TO BE USED FOR CONSTRUCTION DEFERRED SUBMITTALS BY OTHERS 1. ENGINEERED TRUSS DIAGRAMS 2. REVIEW OF SPECIAL INSPECTIONS REPORTS 3. FIRE SPRINKLER SYSTEM DRAWINGS PROJECT DIRECTORY OWNER Ultra Machining Company 500 Chelsea Road Monticello, Minnesota 55362 Contact: Xxxxxx Xxxxxxxx Phone: (###) ###-#### contact@email-address.com ARCHITECT Pope Architects 1295 Bandana Boulevard N, Suite 200 St. Paul, MN 55108 Contact: Brock Martinson Phone: (651) 789-1641 bmartinson@popearch.com CIVIL Wenck 1802 Wooddale Dr. Woodbury, MN 55125 Contact: Jack Ammerman Phone: (763) 252-6897 jammerman@wenck.com LANDSCAPE - TBD Wenck 1802 Wooddale Dr. Woodbury, MN 55125 Contact: Jack Ammerman Phone: (763) 252-6897 jammerman@wenck.com LOCATION MAP SITE LOCATION: 500 CHELSEA ROAD " MONTICELLO, MINNESOTA 55362 STRUCTURAL - TBD Company Name Street Address (Suite #) City, State Zip Contact: Xxxxxx Xxxxxxxx Phone: (###) ###-#### contact@email-address.com MECHANICAL - TBD Company Name Street Address (Suite #) City, State Zip Contact: Xxxxxx Xxxxxxxx Phone: (###) ###-#### contact@email-address.com ELECTRICAL - TBD Company Name Street Address (Suite #) City, State Zip Contact: Xxxxxx Xxxxxxxx Phone: (###) ###-#### contact@email-address.com GENERAL CONTRACTOR Larson Building 200 1 st. Street S. Buffalo, MN Contact: Mike Anderson Phone: (763) 634-5600 mike.anderson@larsonbuilding.com NORTH- �I POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com OLM UMC NEW PRODUCTION FACILITY MONTICELLO, MINNESOTA TITLE SHEET Issues and Revisions 1 CONCEPT 11-18-19 PROPOSAL 2 PUD 01-06-20 STAGE PLAN Commisslon No: 74761-19170 Drawn b�: Author Checked b : A jecker SHEET ■ TRUE SHEET SCALE C:\Revit Projects\74761-19170 UMC Monticello New Production Facility - fMOMMHUrN FIR4viller@popearch.com.rvt C9 N 0) O O N O N 9 CLIENT OW) LTY111 r ULTRA MACHINING COMPANY 500 CHELSEA ROAD WEST MONTICELLO, MN 55362 (P) - 763-271-5200 CONTACT: DON TOMANN, CEO ARCHITECT POPE ARCHITECTS 1295 BANDANA BLVD N. SUITE 200 ST. PAUL, MN 55108 (P) - 651-642-9200 CONTACT: BROCK MARTINSON, AIA, NCARB, LEED AP ENGINEER V#Al WENCK WENCK ASSOCIATES, INC. 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 (P) - 763-252-6800 CONTACT: DAN LAVENDER, P.E. PRELIMINARY SITE CONSTRUCTION PLANS FOR ULTRA MACHINING COMPANY FACILITY EXPANSION 500 AND 510 CHELSEA ROAD MONTICELLO, MINNESOTA JANUARY 2020 N �l VICINITY MAP NOT TO SCALE PROJECT LOCATION CITY: MONTICELLO COUNTY: WRIGHT THIS PLANSET CONTAINS 24 SHEETS SHEET INDEX SHEET NUMBER SHEET TITLE C-001 COVER SHEET C-002 GENERAL NOTES C-003 REMOVAL AND PRECONSTRUCTION EROSION CONTROL PLAN C-004 SWPPP C-101 OVERALL SITE PLAN C-102 ENLARGED SITE PLAN NE C-103 ENLARGED SITE PLAN SE C-104 ENLARGED SITE PLAN SW C-105 ENLARGED SITE PLAN NW C-201 FINAL STABILIZATION PLAN C-301 OVERALL GRADING PLAN C-401 UTILITY PLAN C-501 STORM SEWER PLAN C-601 PAVING PLAN C-801 CIVIL DETAILS C-802 CIVIL DETAILS C-803 CIVIL DETAILS C-804 CIVIL DETAILS C-805 CIVIL DETAILS L-101 LANDSCAPE PLAN L-102 LANDSCAPE DETAILS AND NOTES EX -1 TURNING MOVEMENT 1 -SHEET PHOTOMETRIC PLAN 1 -SHEET j CERTIFIED SURVEY WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 V ^Ak V WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: oum 0 z Lu U) U) z Q J W C7 Q N Z W z _0 O J W > Lu 0 0 LU 0 r 0 N w 0 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �o PREPARED BY ME OR UNDER DIRECT SUPERVISION ANDPTAM A DULY LICENSED PROFESENGINEER UNDER THE THE STATE OF MINNESOT, . 11 LICE ENO.: D�E: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: COVER SHEET SHEET NO.: C-001 7- < M O O r O N O N CO 0) cn w O z J Q ly Lu z w O GOVERNING SPECIFICATIONS 1. CITY OF MONTICELLO GENERAL SPECIFICATIONS. 2. MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION AND SUPPLEMENTS. 3. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS FOR UTILITIES LATEST EDITION. 4. APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES. GENERAL NOTES 1. EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHIC SURVEY COMPLETED BY WENCK ASSOCIATES, DATED 12/11/19. EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION. CONTRACTOR RESPONSIBLE FOR VERIFYING THE CONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE DRAWINGS. 2. SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-2 ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". EXACT LOCATION/DEPTH OF SUBSURFACE UTILITIES SUCH AS GAS, TELEPHONE, FIBER OPTIC, SEWER, WATER, PIPELINES, ELECTRICAL, AND CABLE TV ARE UNKNOWN AND THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. 3. CONTRACTOR RESPONSIBLE FOR CONTACTING GOPHER STATE ONE CALL (1-800-252-1166) A MINIMUM OF 48 HOURS IN ADVANCE (EXCLUDING HOLIDAYS AND WEEKENDS) BEFORE STARTING WORK FOR LOCATIONS OF UNDERGROUND UTILITIES. 4. CONTRACTOR SHALL ANTICIPATE PRIVATE UTILITY CONFLICTS THROUGHOUT THE PROJECT SUB CUT AND TRENCH AREAS AND MUST COORDINATE THE RELOCATION OR PROTECTION OF EXISTING UTILITIES, OR INSTALLATION OF NEW UTILITIES WITH UTILITY OWNERS THAT MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE STARTING WORK. CONTRACTOR SHALL ENSURE PRIVATE UTILITY SERVICE TO 500 CHELSEA ROAD SHALL REMAIN ONLINE AT ALL TIMES. IN THE EVENT THAT PRIVATE UTILITY SERVICES TO 500 CHELSEA ROAD NEED TO BE IMPACTED FOR CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH OWNER AND REVIEW MAXIMUM DOWN TIME OF UTILITIES PRIOR TO BEGINNING WORK. COSTS FOR SUCH WORK, INCLUDING EXTRA TIME AND EFFORT FOR PROVISIONS NECESSARY TO WORK AROUND OR UNDER UTILITIES, IS THE RESPONSIBILITY OF THE CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. FEES OR CHARGES WHICH ARE TO BE PAID TO THE UTILITY COMPANY, INCLUDING WORK THAT MUST BE PERFORMED BY THE UTILITY COMPANY, ARE AT NO ADDITIONAL COST TO THE OWNER. 5. QUANTITIES ARE APPROXIMATE, AND MAY VARY TO ALLOW COMPLETION OF WORK. 6. WORK AND MATERIALS MUST COMPLY WITH CITY, COUNTY, STATE, AND FEDERAL (INCLUDING OSHA) REGULATIONS AND CODES. 7. CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS PERFORMING WORK AT OR NEAR THE SITE. 8. CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION, INCLUDING THE EXISTING UMC FACILITY AT 500 CHELSEA ROAD. 9. CONTRACTOR SHALL COORDINATE AND MAINTAIN MAIL, GARBAGE, AND RECYCLING SERVICES TO PROPERTIES THROUGHOUT CONSTRUCTION. 10. CONTRACTOR SHALL COORDINATE AND MAINTAIN STORMWATER DRAINAGE CONVEYANCE THROUGHOUT CONSTRUCTION (BOTH PIPED AND OVERLAND FLOW). 11. CONTRACTOR SHALL COORDINATE AND MAINTAIN WATER AND SANITARY FLOW TO AND FROM PROPERTIES. 12. CONTRACTOR SHALL COORDINATE AND MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICE MUST NOT BE INTERRUPTED WITHOUT APPROVAL FROM OWNER AND ADJACENT PROPERTIES AND THE CITY. 13. CONTRACTOR SHALL COORDINATE WITH UTILITY SERVICES FOR SMALL UTILITY INSTALLATION. 14. CONSTRUCTION LIMITS ARE TO PROPERTY LINE UNLESS SHOWN OR NOTED OTHERWISE. CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON PLANS WITHIN THE CONSTRUCTION LIMITS. 15. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING PAVEMENT, SITE FEATURES, UTILITIES, TREES, ETC., UNLESS NOTED OR SHOWN OTHERWISE. 16. EXISTING PAVEMENT AND SITE CONDITIONS HAVE BEEN DOCUMENTEDAND ANY DAMAGE TO THE EXISTING PAVEMENT, CURBING, STRIPING, OR OTHER SITE FEATURE TO REMAIN MUST BE REPLACED BY THE CONTRACTOR, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER. 17. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING CONSTRUCTION AND WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES. 18. CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER AND ENGINEER OF DISCREPANCIES OR CONFLICTS IN THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUT PRIOR APPROVAL FROM THE OWNER AND ENGINEER. FAILURE TO NOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICT BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 19. CONTRACTOR SHALL HAVE ONE COPY OF EACH REQUIRED CONSTRUCTION PERMIT AND ONE COPY OF THE MOST CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS (INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND PROVISIONS) AVAILABLE AT THE PROJECT SITE AT ALL TIMES. 20. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IMPLEMENTATION AND ENFORCEMENT OF SAFE WORK PRACTICES INCLUDING BUT NOT LIMITED TO PERONNEL MONITORING, USE OF TRENCHING, SHEETING, AND SHORING, SCAFFOLDING; MATERIALS HANDLING AND DRILLING; OPERATION OF EQUIPMENT; AND SAFETY OF PUBLIC DURING PROGRESS OF WORK. 21. CONTRACTOR SHALL PLAN FOR AND ENSURE PERSONNEL COMPLY WITH BASIC PROVISIONS OF OSHA SAFETY AND HEALTH STANDARDS (29 CFR 1910) AND GENERAL CONSTRUCTION STANDARDS 29 CFR 1926 AS APPROPRIATE. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS FOR SAFETY OF EMPLOYEES ON PROJECT SITE AND OTHER PERSONS AND ORGANIZATIONS WHO MAY BE AFFECTED BY THE PROJECT. CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR SAFETY IN CONNECTION WITH WORK SHALL CONTINUE UNTIL SUCH TIME AS ALL WORK IS COMPLETED, AND ENGINEER HAS ISSUED NOTICE TO CONTRACTOR THAT WORK IS COMPLETE. 23. CONTRACTOR SHALL DOCUMENT AND MAINTAIN AS -BUILT INFORMATION AS CONSTRUCTION PROGRESSES AND IS RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO THE OWNER AS REQUIRED BY JURISDICTIONAL AGENCIES FOR CERTIFICATION. ALL AS -BUILT DATA MUST BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED AND PAID FOR BY THE CONTRACTOR. 24. HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCE MUST BE PROPERLY STORED, BY THE CONTRACTOR, INCLUDING SECONDARY CONTAINMENTS, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA REGULATIONS. CONTRACTOR SHALL REMOVE SPILL OF FUELS, OILS, OR OTHER CHEMICALS IMMEDIATELY UPON DETECTION. REMOVAL/DEMOLITION NOTES 1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION. 2. CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR DEMOLITION, REMOVAL AND DISPOSAL. 3. CONTRACTOR SHALL REVIEW FEATURES NOT SPECIFICALLY IDENTIFIED ON PLAN FOR SALVAGE OR REMOVAL THAT CONFLICT WITH CONSTRUCTION WITH THE ENGINEER. 4. UNLESS OTHERWISE NOTED, CONTRACTOR IS RESPONSIBLE FOR REMOVAL/DEMOLITION WITHIN ALL AREAS OF PROPOSED IMPROVEMENTS. REMOVAL LIMITS ARE IDENTIFIED ON THE DRAWINGS IN ANTICIPATED LOCATIONS. CONTRACTOR RESPONSIBLE FOR REMOVALS AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS AND CONFORM TO DESIGN REQUIREMENTS. ALL FACILITIES TO BE REMOVED MUST BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE FILL MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 5. MATERIALS REMOVED/DEMOLISHED BY CONTRACTOR BECOME PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL LOAD AND HAUL MATERIAL OFF-SITE AND PROPERLY DISPOSE OF MATERIALS IN ACCORDANCE WITH APPLICABLE REGULATIONS. CONTRACTOR MUST LEAVE THE SITE IN A CONDITION TO THE SATISFACTION OF THE OWNER AND ENGINEER. 6. CONTRACTOR SHALL SAWCUT FULL DEPTH AT PAVEMENT REMOVAL LIMITS AND AS NECESSARY TO CREATE A SMOOTH FIT/TRANSITION ALONG MATCHING PAVEMENT AREAS. 7. CONTRACTOR SHALL COORDINATE UTILITY REMOVAL WORK WITH THE APPROPRIATE UTILITY OWNER. 8. CONTRACTOR SHALL SALVAGE AND REINSTALL STREET AND TRAFFIC SIGNS IN CONFLICT WITH CONSTRUCTION ACTIVITIES AS NOTED OR AS DIRECTED BY ENGINEER. IF SIGNS ARE DAMAGED DURING CONSTRUCTION, CONTRACTOR REQUIRED TO PROVIDE NEW SIGNS AT NO ADDITIONAL COST TO THE OWNER. 9. CONTRACTOR SHALL SALVAGE AND REINSTALL FENCE IN CONFLICT WITH CONSTRUCTION ACTIVITIES AS NOTED OR AS DIRECTED BY ENGINEER. IF FENCE IS DAMAGED DURING CONSTRUCTION, CONTRACTOR REQUIRED TO PROVIDE NEW FENCE, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER. 10. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR MUST CONTACT THE ENGINEER IMMEDIATELY. ALL CONTAINERS OR TANKS MUST BE DISPOSED OF PROPERLY AT A REGULATED/PERMITTED FACILITY. 11. CONTRACTOR SHALL REVIEW ALL TREE REMOVALS WITH THE OWNER AND ENGINEER PRIOR TO REMOVAL OPERATIONS. 12. CLEARING AND GRUBBING OPERATIONS MUST COMPLY WITH THE FOLLOWING: A. PROTECT ALL TREES AND PLANTS NOT DESIGNATED FOR REMOVAL. B. CONDUCT OPERATIONS IN SUCH A MANNER THAT DOES NOT DAMAGE PROTECTED TREES AND VEGETATION OUTSIDE THE CONSTRUCTION LIMITS. C. CUT, REMOVE, AND DISPOSE OF TREES, BRUSH, SHRUBS, WINDFALLS, LOGS, STUMPS, ROOTS, FALLEN TIMBER, AND OTHER VEGETATION. D. BACKFILL DEPRESSIONS WITH SUITABLE FILL MATERIAL AS REQUIRED BY DESIGN OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND COMPACT BACKFILL AS DIRECTED. E. DISPOSE OF DEBRIS IN ACCORDANCE WITH APPLICABLE REGULATIONS. F. CONSIDER BENEFICIAL USE DESIGNATIONS FOR UNADULTERATED WOOD, WOOD CHIPS, BARK AND SAWDUST. G. NO BURYING OF CLEARED AND GRUBBED WASTE WITHIN THE CONSTRUCTION LIMITS. TRAFFIC CONTROL NOTES 1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION. 2. CONTRACTOR SHALL COORDINATE CONSTRUCTION STAGING, ON OR OFFSITE, AS NECESSARY TO COMPLETE THE WORK. IF OFFSITE STAGING AREA IS REQUIRED, CONTRACTOR IS RESPONSIBLE TO FIND, OBTAIN, AND PAY FOR NECESSARY STAGING AREA AT NO ADDITIONAL COST TO THE OWNER. SUBMIT A STAGING PLAN TO THE ENGINEER FOR REVIEW BEFORE STARTING WORK. 3. CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC CONTROL AND DETOURS. TRAFFIC CONTROL AND DETOURS MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD, INCLUDING LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SUBMIT TRAFFIC CONTROL PLAN AND DETOUR PLAN TO THE CITY OF MONTICELLO AND ENGINEER FOR REVIEW BEFORE CONSTRUCTION RELATED ACTIVITIES. PLANS MUST COMPLY WITH APPLICABLE PERMIT REQUIREMENTS. 4. CONTRACTOR MUST SCHEDULE WORK IMPACTING CHELSEA ROAD WITH THE OWNER, CITY, AND ENGINEER. CLOSURES OR DETOURS MUST BE APPROVED BY OWNER AND CITY PRIOR TO STARTING WORK. A. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC ON CHELSEA ROAD AT ALL TIMES, OR AS DIRECTED BY CITY OF MONTICELLO. SITE NOTES 1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION. 2. REFER TO THE ARCHITECTURAL, STRUCTURAL, LANDSCAPE, AND MEP PLANS FOR EXACT LOCATIONS OF AND DIMENSIONS OF BUILDINGS, VESTIBULES, STOOPS, OVERHANGS, COLUMNS, RAMPS, SIDEWALKS, TRASH ENCLOSURES, TRAFFIC GATES, MONUMENT SIGNS, LANDSCAPING, PLANTINGS, TREES, SITE LIGHTING, EXTERIOR ELECTRICAL, BACKFLOW PREVENTORS AND BUILDING UTILITY ENTRANCE LOCATIONS. 3. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. CONCRETE MATERIALS SHALL MEET THE FOLLOWING REQUIREMENTS: a. CONCRETE SIDEWALK/DRIVEWAYS/SLABS: i. MANUAL PLACEMENT: MN/DOT SPEC 2461 MIX NO. 31`52A ii. HIGH -EARLY: MN/DOT SPEC 2461.25.2.13 TABLE 2461-7 b. CONCRETE CURB AND GUTTER: i. MANUAL PLACEMENT: MN/DOT SPEC 2461 MIX NO. 31`52 ii. SLIP FORM PLACEMENT: MN/DOT SPEC 2461 MIX NO. 3F32 c. METAL REINFORCEMENT: i. REINFORCING BARS: CONFORM TO MN/DOT SPECS 2472 AND 3301, AND AS SPECIFIED ON THE DRAWINGS. ii. TIE WIRE: FEDERAL SPECIFICATION FS QQ-W-461-G, ANNEALED STEEL, BLACK, 16 GAUGE MINIMUM. iii. BAR SUPPORTS: CONFORM TO "BAR SUPPORT SPECIFICATIONS AND STANDARD NOMENCLATURE", CRSI MANUAL OF STANDARD PRACTICE. iv. WELDED WIRE FABRIC/REINFORCEMENT: CONFORM TO MN/DOT SPEC 2472, AND AS SPECIFIED ON THE DRAWINGS. d. CURING MATERIALS: CONFORM TO MN/DOT SPECS 3754 5. CONTRACTOR SHALL PROVIDE CONCRETE JOINTS AS FOLLOWS: a. CONTROL JOINTS - MAINTAIN AN ASPECT RATIO (LENGTH TO WIDTH) BETWEEN CONTROL JOINTS AS CLOSE TO 1:1 AS FEASIBLE. DO NOT EXCEED ASPECT RATIO GREATER THAN 1.5:1. MATCH EXISTING PATTERN WHERE APPLICABLE. MAXIMUM CONTROL JOINT SPACING SHALL BE 24 TIMES THE SLAB THICKNESS (I.E. 4 -INCH -THICK SLAB = 96 INCH (8 FOOT) MAXIMUM CONTROL JOINT SPACING IN ANY DIRECTION) b. EXPANSION JOINTS - PROVIDE AT MAXIMUM 60 FOOT SPACING AND THE FOLLOWING: b.a. LOCATIONS WHERE ABRUPT CHANGES IN DIRECTION OCCUR b.b. LOCATIONS WHERE CHANGES IN WIDTH OCCUR b.c. LOCATIONS WHERE ADJOINING EXISTING CONCRETE b.d. LOCATIONS ON THE EXTREME THAT ABUT THE BUILDING INCLUDING RAMPS, STAIRS, LANDINGS, CONCRETE APRONS, ARCHITECTURAL AND LANDSCAPE FEATURES, ETC. b.e. LOCATIONS IN CHANGES IN DEPTH. b.f. WHEREVER POSSIBLE MATCH JOINTS OF ADJACENT CONCRETE WORK. 6. CONTRACTOR SHALL PLACE AND FINISH CONCRETE IN ACCORDANCE WITH MN/DOT SPECS 2461, 2521, AND 2531 AND APPLICABLE ACI STANDARDS. 7. CONTRACTOR SHALL CURE AND PROTECT CONCRETE IN ACCORDANCE WITH MN/DOT SPECS 2461, 2521, AND 2531 AND APPLICABLE ACI STANDARDS. 8. CONTRACTOR SHALL PROVIDE HIGH EARLY CONCRETE FOR ALL DRIVEWAYS. 9. EQUIPMENT PAD ELEVATIONS MAY NOT BE SHOWN ON GRADING PLAN. EQUIPMENT PAD ELEVATIONS SHALL BE PER UTILITY SERVICE PROVIDER AND/OR MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR PROPER PAD ELEVATIONS PRIOR TO INSTALLATION IF NOT SHOWN ON GRADING PLAN. EQUIPMENT PAD STRUCTURAL/CONCRETE DESIGN BY OTHERS. COORDINATE WITH ARCHITECT. 10. FENCING LOCATION SHOWN ON SITE PLAN FOR REFERENCE ONLY. FENCING DESIGN BY OTHERS. COORDINATE WITH ARCHITECT. PAVING, PAVEMENT MARKING, AND SIGNAGE NOTES 1. CONSTRUCTION AND MATERIALS WITHIN PUBLIC RIGHT-OF-WAY MUST BE IN ACCORDANCE WITH CITY SPECIFICATIONS AND STANDARDS. MN/DOT SPECIFICATIONS AND STANDARDS APPLY IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. PAVING, MARKINGS, AND SIGNAGE WITHIN THE SITE SHALL MEET THE FOLLOWING REQUIREMENTS: a. BITUMINOUS: CONFORM TO MN/DOT SPEC 2360 a.a. WEARING COURSE: SPWEA340B a.b. NON -WEARING COURSE: SPNWB330B a.c. TACK COAT: MN/DOT SPEC 2357, EMULSIFIED ASPHALT, CATIONIC, CSS -1 OR CSS -1 H b. AGGREGATE BASE: MN/DOT SPEC 3138, CLASS 5 AGGREGATE BASE, 100% CRUSHED VIRGIN AGGREGATE c. PAVEMENT MARKINGS: MN/DOT SPEC 3591 (ARCYLIC LATEX PAINT) OR 3590 (MULTI-COMPONENT) WITH DROP ON GLASS BEADS IN ACCORDANCE WITH MN/DOT SPEC 3592. d. SIGNAGE: CONFORM TO MN/DOT SPEC 2564 AND 3352 b. SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MUTCD AND CITY STANDARDS. 2. EDGE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES. 3. A TOLERANCE OF 1/4 INCH UNDER OR 1/4 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAY VARY UP TO ONE-HALF FOOT FROM THE SPECIFIED LENGTHS OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS. 4. THE ROAD/PAVEMENT SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE CITY JUST PRIOR TO APPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON-METALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE CITY. (INCIDENTAL) 5. THE PAVEMENT MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. 6. OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50 DEGREES FAHRENHEIT OR GREATER. EROSION CONTROL NOTES 1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION. 2. CONTRACTOR SHALL CONFORM TO AND CONDUCT INSPECTIONS IN ACCORDANCE WITH THE NPDES PERMIT AND SWPPP REQUIREMENTS. 3. BEFORE SITE DISTURBANCE AND AS REQUIRED AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSTALL, MAINTAIN, REPAIR, AND REPLACE EROSION PREVENTION MEASURES AND SEDIMENT CONTROL DEVICES (INLET PROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION CONTROL BLANKET, ETC.) IN ACCORDANCE WITH THE SWPPP, NPDES PERMIT, AND CITY AND STATE PERMITS.. 4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITIONS DURING CONSTRUCTION. COORDINATE WITH ENGINEER. 5. CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENT BASINS FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 5 OR MORE ACRES DISTURBED AT ONE TIME IF IT'S LOCATED WITHIN ONE MILE OF AN IMPAIRED WATER. 6. CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WITHIN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE THAT HAS TEMPORARILY (WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION MUST BE INITIATED PROMPTLY. REFER TO LANDSCAPE PLANS FOR FINAL GROUND COVER MATERIALS. 7. CONTRACTOR SHALL REMOVE ANY SEDIMENT THAT HAS TRACKED ONTO PAVED SURFACES BOTH ON AND OFFSITE WITHIN 24 HOURS AND AS DIRECTED BY CITY, OWNER, AND ENGINEER. SWEEP STREET IN ACCORDANCE WITH CITY AND NDPES PERMIT REQUIREMENTS. 8. CONTRACTOR SHALL COMPLETE CONCRETE WASH-OUT OFF-SITE OR PROVIDE SELF-CONTAINED CONCRETE READY MIX TRUCKS. 9. CONTRACTOR SHALL MINIMIZE DUST FROM CONSTRUCTION OPERATIONS BY PROVIDING WATER OR OTHER APPROVED METHOD ON A DAILY BASIS. 10. CONTRACTOR SHALL PHASE GRADING WORK TO MINIMIZE THE DURATION THAT DISTURBED SOIL IS EXPOSED. 11. CONTRACTOR SHALL LOCATE SOIL STOCKPILES NO LESS THAN 50 FEET FROM ROADWAYS, STORMWATER INLETS, PONDS, WETLANDS, DRAINAGE CHANNELS, AND OTHER SURFACE WATERS. IF REMAINING FOR MORE THAN 7 DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATED COVER, TARPS, OR OTHER MEANS IN ACCORDANCE WITH THE NPDES PERMIT. PLACE PERIMETER SEDIMENT CONTROLS AROUND STOCKPILES TO CONTROL EROSION. COVER TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES IF LEFT FROM MORE THAN 24 HOURS. 12. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER SITE HAS BEEN STABILIZED AND VEGETATION IS ESTABLISHED AS DIRECTED BY ENGINEER. EROSION CONTROL MEASURES USED FOR CONSTRUCTION MUST NOT BE REMOVED UNTIL AUTHORIZED BY OWNER OR ENGINEER. 13. CONTRACTOR SHALL SUBMIT THE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT IN ACCORDANCE WITH THE NPDES PERMIT AND SWPPP REQUIREMENTS. 14. EROSION CONTROL MATERIALS SHALL MEET THE FOLLOWING REQUIREMENTS: a. SILT FENCE: MN/DOT SPECS 2573 STORM WATER MANAGEMENT 3886 SILT FENCE, TYPE MS MACHINE SLICED. b. SEDIMENT CONTROL LOG (BIOROLL): MN/DOT SPECS 2573 STORM WATER MANAGEMENT AND 3897 SEDIMENT CONTROL LOG, TYPE STRAW. STRAW BIOROLLS, 8 TO 9 INCHES IN DIAMETER, MINIMUM 10 FEET LONG, FILLED WITH GRAIN STRAW, FREE OF SEED -BEARING STALKS OF NOXIOUS GRASSES OR WEEDS WITH NATURAL FIBER OUTER NETTING. c. EROSION CONTROL BLANKET: MN/DOT SPECS 2575 ESTABLISHING VEGETATION AND CONTROLLING EROSION AND 3885 ROLLED EROSION CONTROL PRODUCT, CATEGORY 3N STRAW 2S (NATURAL NETTING ONLY). d. TEMPORARY SEED: MN/DOT SPEC 3876 SEED, STATE SEED MIX 21-112 WINTER WHEAT COVER CROP OR 22-111 TWO-YEAR STABILIZATION e. RIPRAP: MN/DOT SPECS 2511 RIPRAP AND 3601 RIPRAP MATERIAL. i. GEOTEXTILE FOR RIPRAP: MN/DOT SPEC 3733 GEOTEXTILES, TYPE IV f. FLOTATION SILT CURTAIN: MN/DOT SPEC 2573 STORM WATER MANAGEMENT AND 3887 FLOTATION SILT CURTAIN, TYPE, TYPE STILL WATER. PERMITS REQUIRED 1. CONTRACTOR RESPONSIBLE TO SECURE FEDERAL, STATE, COUNTY, AND CITY PERMITS NECESSARY FOR CONSTRUCTION, EXCEPT AS NOTED BELOW. a. MDH WATERMAIN EXTENSION PERMIT 2. CONTRACTOR SECURED PERMITS MAY INCLUDE BUT ARE NOT LIMITED TO: a. NPDES (CO -SUBMITTAL WITH OWNER, FEE BY CONTRACTOR) PERMIT b. DNR WATER APPROPRIATION PERMIT FOR CONSTRUCTION DEWATERING c. DLI PLUMBING PERMIT d. MCES DIRECT CONNECTION PERMIT' e. COUNTY ACCESS PERMIT f. COUNTY UTILITY PERMIT g. COUNTY WORK IN ROW PERMIT h. CITY PERMITS i. DEMOLITION PERMITS j. FAA AIR SPACE ENCROACHMENT PERMIT GRADING NOTES 1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION. 2. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE, UNLESS NOTED OTHERWISE. 3. CONTRACTOR SHALL PROVIDE TOPSOIL, SEED/SOD, MULCH, AND FERTILIZER IN ACCORDANCE WITH THE LANDSCAPE PLAN/EROSION CONTROL PLAN. ALL DISTURBED AREAS ARE TO RECEIVE A MINIMUM OF 6 INCHES OF IMPORTED/SALVAGED TOPSOIL. 4. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO QUANTIFY SOIL IMPORT OR EXPORT FOR THE SITE AND PERFORM THEIR OWN QUANTITY TAKEOFFS FROM THE DRAWINGS FOR BIDDING PURPOSESSUITABLE OFFSITE IMPORT MATERIAL MAY BE NECESSARY TO ACHIEVE THE FINAL GRADES SHOWN ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER TO VERIFY IMPORT, FROM CONTRACTOR DETERMINED SOURCE, IS SUITABLE FOR USE. EXCESS MATERIAL, UNLESS NOTED OTHERWISE, IS THE PROPERTY OF THE CONTRACTOR AND IS TO BE MOVED AND DISPOSED OF OFFSITE IN ACCORDANCE WITH APPLICABLE LAWS. 5. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENSURE NO PONDING IN PAVED AREAS. CONTRACTOR SHALL NOTIFY ENGINEER IF GRADING DISCREPANCIES ARE FOUND IN EXISTING OR PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT. OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING BEFORE PLACEMENT OF PAVEMENT TO ENSURE DRAINAGE IS ADEQUATE TO INTENDED AREA. 6. EXISTING TOPSOIL ON SITE VARIES IN DEPTH. CONTRACTOR SHALL REMOVE SURFACE VEGETATION AND TOPSOIL AND OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE IMPERVIOUS AREAS AND OTHER AREAS AS DIRECTED BY THE GEOTECHNICAL ENGINEER BEFORE PLACEMENT OF SUITABLE FILL MATERIAL. 7. CONTRACTOR SHALL SALVAGE TOPSOIL BEFORE GRADING, AND STOCKPILE FOR RESPREADING. RESPREAD TOPSOIL A MINIMUM OF 6 INCHES DEEP TO FINISHED SURFACE GRADE. 8. COMPACT EMBANKMENT/SUITABLE FILL AND BACKFILL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND IN ACCORDANCE WITH MN/DOT SPEC 2105 SPECIFIED DENSITY METHOD. 9. CONTRACTOR SHALL EXCAVATE AND DISPOSE OF UNSUITABLE OR CONTAMINATED SOILS DISCOVERED ONSITE IN ACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY GEOTECHNICAL ENGINEER. 10. SOILS TESTING WILL BE COMPLETED BY THE OWNER'S GEOTECHNICAL ENGINEER. CONTRACTOR SHALL COORDINATE REQUIRED SOIL TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. 11. CONTRACTOR IS RESPONSIBLE FOR MEETING GRADING/COMPACTION REQUIREMENTS OUTLINED IN THE GEOTECHNICAL REPORT FOR THE PROJECT. 12. ONSITE EMBANKMENT MATERIAL FREE OF ORGANIC SOIL AND DEBRIS MAY BE CONSIDERED FOR REUSE AS SUITABLE FILL MATERIAL IN PERVIOUS AREAS> BUT MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER. 13. IMPORTED SUITABLE FILL MATERIAL MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE BRINGING ON THE SITE. 14. CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AT NO ADDITIONAL COST TO THE OWNER. SEE DEWATERING NOTES FOR ADDITIONAL REQUIREMENTS. 15. CONTRACTOR SHALL BACKFILL SUBGRADE AND TRENCH EXCAVATIONS PROMPTLY EXCAVATION TO HELP OFFSET STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPESANDTO AVOID UNDERMINING OF EXISTING PAVEMENT AND PUBLIC SAFETY OR ACCESS TO DRIVEWAYS. 16. CONTRACTOR SHALL INSTALL A MINIMUM OF 6 INCHES CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER, SEE DETAILS. 17. CONTRACTOR SHALL CONSTRUCT/GRADE SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS IN ACCORDANCE WITH CURRENT ADA STATE AND NATIONAL STANDARDS. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. UTILITY NOTES 1. WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITH THE MOST CURRENT EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS. 2. CONTRACTOR SHALL COMPLY WITH THE SPECIFICATIONS OF THE CITY OF MONTICELLO, CEAM, AND MINNESOTA PLUMBING CODE (MINNESOTA RULES CHAPTER 4714) FOR MATERIALS, INSTALLATION, AND TESTING OF WATER AND SANITARY UTILITIES. 3. SANITARY SEWER MAIN, SERVICE PIPES, AND FITTINGS SHALL MEET THE FOLLOWING REQUIREMENTS: a. SEWER SERVICE PIPING (PER MN PLUMBING CODE): a.a. PVC SCHEDULE 40 PER ASTM D 1785 b. FITTINGS: ASTM D 2665 FOR SDR AND SCH 40 PIPE c. JOINTS: ASTM F 656 AND D 2564 FOR SCHEDULE 40 PIPE. JOINTS MUST BE CERTIFIED BY THE MANUFACTURER TO BE ABLE TO PASS THE AIR TEST OR AN INTERNAL HYDROSTATIC PRESSURE REQUIRED BY AGENCY HAVING JURISDICTION. d. TRACER WIRE: CEAM 2611, CITY OF MONTICELLO. TRACER WIRE MUST BE A MINIMUM 12 AWG COPPER CLAD STEEL RATED TO 30 VOLTS, HMWPE MEETING ASTM D 1248, WITH DESIGNATION ON THE OUTSIDE OF THE WIRE CASING AND FOLLOW APWA COLOR CODE. e. BEDDING: ASTM D 2321 PROJECT DETAILS 4. WATERMAIN AND SERVICE PIPES AND FITTINGS TO MEET THE FOLLOWING REQUIREMENTS: a. MAINS: DUCTILE IRON PIPE CLASS 52 PER AWWA C151 AND C104 b. SERVICES: 2 INCH DIA. AND SMALLER, COPPER PIPE TYPE K SEAMLESS PER ASTM B 88. JOINED USING SOLDERED JOINTS. 4 INCH DIA. AND LARGER DUCTILE IRON PIPE CLASS 52 PER AWWA C150, C151 AND C104. c. FITTINGS: FITTINGS WITH 150 PSI WORKING PRESSURE DESIGNED FOR CONNECTION TO SERVICE LINE BY THREADS, BRAZING, COMPRESSION (IN ACCORDANCE WITH CITY OF MONTICELLO PLUMBING CODE) OR FLARING IN ACCORDANCE WITH APPLICABLE ASME STANDARDS AND MN PLUMBING CODE. FOR PVC AND DIP PIPE, USE THE FOLLOWING AWWA C153,250 PSI WORKING PRESSURE WITH COATING PER AWWA C116 d. JOINTS: AWWA C111 WITH MECHANICAL JOINTS AND THRUST BLOCKING PER PROJECT DETAILS. e. STUBS: MECHANICALLY RESTRAINED JOINTS WITH THRUST BLOCKING PER PROJECT DETAILS. f. TRACER WIRE: CEAM 2611, CITY OF MONTICELLO, TRACER WIRE MUST BE A MINIMUM 12 AWG COPPER CLAD STEEL RATED TO 30 VOLTS, HMWPE MEETING ASTM D 1248 WITH DESIGNATION ON THE OUTSIDE OF THE WIRE CASING AND FOLLOW APWA COLOR CODE g. ENCASEMENT: POLYETHYLENE FILM PER AWWA C105. ENCASE DUCTILE IRON PIPE, FITTINGS, VALVES, AND OTHER APPURTENANCES. h. JOINT RESTRAINT: PROVIDE AT ALL BENDS, TEES, AND DEAD-ENDS/STUBS IN ACCORDANCE WITH THE REQUIREMENTS OF CEAM AND EBAA IRON RESTRAINT LENGTH CALCULATOR. i. BEDDING: ASTM D 2321, AWWA C150 AND C151, PROJECT DETAILS j. THRUST BLOCKING: WATERMAIN AND SERVICES REQUIRE THRUST BLOCKING PER PROJECT DETAILS. CONCRETE MUST HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF 3000 PSI. 5. CONTRACTOR SHALL INSTALL PVC PIPING IN ACCORDANCE WITH CEAM, ASTM D 2321 AND ASTM F 1668 (FOR GRAVITY SEWER), ASTM D 2774 (FOR PRESSURE PIPE), AND PROJECT DETAILS. CONTRACTOR SHALL INSTALL DUCTILE PIPE IN ACCORDANCE WITH CEAM, AWWA C600, AND PROJECT DETAILS. 6. CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL SEWER AND WATER MAINS, LATERALS, SERVICE PIPE AND CONNECTED TO RISERS, CURB BOXES, MANHOLES, VALVES, HYDRANTS PER CEAM, CITY OF MONTICELLO MN, AND PROJECT DETAILS AND SPECIFICATIONS. TRACER WIRE MUST BE UL LISTED FOR USE IN DIRECT BURIAL APPLICATION. 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL SANITARY SEWER AND SERVICES, UNLESS OTHERWISE NOTED. a. PROVIDE INSULATION OVER SANITARY SEWER AND SERVICES WITH PROPOSED ELEVATIONS LESS THAN MINIMUM BURY DEPTH. 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 8'-0" COVER ON ALL WATERLINES, UNLESS OTHERWISE NOTED. PROVIDE HYDRANT EXTENSIONS AND GATE VALVE NUT EXTENSIONS IF WATERLINE IS DEEPER THAN 8'-0". a. PROVIDE INSULATION OVER WATERMAIN AND SERVICES WITH PROPOSED ELEVATIONS LESS THAN MINIMUM BURY DEPTH PER PROJECT DETAILS. 9. CONTRACTOR SHALL PROVIDE 10 FEET MINIMUM HORIZONTAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND SANITARY OR STORM LINES AND STRUCTURES. 10. CONTRACTOR SHALL PROVIDE 18 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) BETWEEN WATER LINES AND OTHER UTILITY LINE CROSSINGS. PROVIDE INSULATION WHERE WATER, SANITARY, OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY. 11. PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. 12. TESTING, INSPECTIONS, AND CERTIFICATIONS MUST COMPLY WITH THE FOLLOWING: a. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, AGENCY HAVING JURISDICTION AND UTILITY SERVICE COMPANIES. b. SANITARY LINES AND STRUCTURES, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: b.a. SERVICE PIPE AND STRUCTURES TESTING TO MEET MN PLUMBING CODE CHAPTER 7 SECTIONS 712 AND 723 REQUIREMENTS b.b. LEAKAGE TESTING TO MEET CEAM OR CITY REQUIREMENTS b.c. DEFLECTION TESTING TO MEET CEAM OR CITY REQUIREMENTS b.d. TELEVISING INSPECTION TO MEET CEAM OR CITY REQUIREMENTS b.e. CONDUCTIVITY TESTING TO MEET CEAM OR CITY REQUIREMENTS c. WATER LINES, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: c.a. HYDROSTATIC PRESSURE TESTING TO MEET CEAM OR CITY REQUIREMENTS c.b. DISINFECTION OF THE WATER SYSTEM TO MEET CEAM, MN PLUMBING CODE CHAPTER 6 SECTION 609.9, AND MINNESOTA DEPARTMENT OF HEALTH REQUIREMENTS c.c. CONDUCTIVITY TESTING TO MEET CEAM OR CITY REQUIREMENTS d. A COPY OF THE TEST RESULTS MUST BE PROVIDED TO THE OWNER, ENGINEER, UTILITY PROVIDER, AND AGENCY HAVING JURISDICTION. m. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE WATER LINE MUST INCLUDE ONE FULL LENGTH OF PIPE SO BOTH JOINTS ARE AS FAR FROM THE SEWER AS POSSIBLE AND SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18 INCH CLEARANCE. 13. CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR ALL CONNECTIONS. PROVIDE APPROPRIATE PIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE AS VERIFIED IN THE FIELD IN ACCORDANCE WITH CEAM AND CITY STANDARDS. 14. CONTRACTOR SHALL PROVIDE AND INSTALL A FLEXIBLE COMPRESSION JOINT TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES IN ACCORDANCE WITH MINNESOTA PLUMBING CODE CHAPTER 7, SECTION 719.6. RESILIENT RUBBER JOINTS MAY BE USED IF APPROVED BY AGENCY HAVING JURISDICTION. 15. CONTRACTOR SHALL PLACE AND COMPACT SUITABLE FILL MATERIAL BEFORE INSTALLATION OF PROPOSED UTILITIES. 16. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING IN ACCORDANCE WITH CITY/AGENCY REQUIREMENTS. 17. REFER TO THE MEP PLANS FOR EXACT LOCATIONS, ELEVATIONS, AND DIMENSIONS OF BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES), METERS, AND BUILDING UTILITY ENTRANCE LOCATIONS. 18. SANITARY SEWER SERVICE IS SHOWN TO 5 FEET OF BUILDING FOOTPRINT. SEE MEP/PLUMBING PLANS FOR CONTINUATION. VERIFY LOCATION AND INVERT ELEVATION WITH MEP/PLUMBING PLANS. PROVIDE A RISER PIPE AS NEEDED TO MATCH PLUMBING PIPING. TEST REPORTS REQUIRED 1. COPIES OF COMPACTION, CONCRETE, AND OTHER TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE INDEPENDENT TESTING LABORATORY. 2. GEOTECHNICAL TESTING MUST BE COMPLETED BY THE OWNER'S GEOTECHNICAL ENGINEER/INDEPENDENT TESTING LABORATORY. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED GEOTECHNICAL TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER OR INDEPENDENT TESTING LABORATORY. 3. TEST REPORTS REQUIRED MAY INCLUDE, BUT NECESSARILY LIMITED TO: a. DENSITY TESTS OF SOIL AND PAVEMENT COMPACTION b. CONCRETE COMPRESSION, AIR, AND SLUMP TESTS c. BACTERIOLOGICAL TESTS OF WATER SYSTEM d. MANDREL TESTS OF SANITARY AND STORM SYSTEM e. PRESSURE/LEAK TESTS OF WATER/SANITARY/STORM SYSTEM f. OTHER TESTING REQUIRED BY AGENCY/MUNICIPALITY HAVING JURISDICTION d. RE-WORK/RE-TESTING DUE TO FIELD TEST FAILURE ARE AT NO ADDITIONAL COST TO THE OWNER. STORM SEWER NOTES 1. CONTRACTOR SHALL COMPLY WITH THE SPECIFICATIONS OF THE CITY OF MONTICELLO, CEAM, AND MINNESOTA PLUMBING CODE (MINNESOTA RULES CHAPTER 4714) FOR MATERIALS, INSTALLATION, AND TESTING OF STORM UTILITIES 2. STORM SEWER MAINS, SERVICE PIPES, AND FITTINGS TO MEET THE FOLLOWING REQUIREMENTS: a. SITE PIPING: i. 12 INCH DIA. AND LARGER, REINFORCED CONCRETE (RC) PIPE CLASS <PER ACPA LRFD FILL HEIGHT TABLES OR PER CITY SPECIFICATIONS, HDPE WATER TIGHT PIPE PER AASHTO M 294 ASTM F 2306, ASTM D 3212, AND ASTM F 477 AS NOTED ON THE PLAN. NOTE- WHERE STORM PIPE CROSSES OVER WATER PIPE, STORM PIPE MUST BE PVC SCH 40 (GENERALLY SIZES ARE ONLY UP TO 12" OR 24" DIA DEPENDING ON MFR) OR OTHER MN PLUMBING CODE APPROVED MATERIAL ii. 6 INCH DIA. AND SMALLER, AS NOTED ON THE DRAWING, PVC SCH 40 PER ASTM D 1785 AND ASTM D2665. b. ROOF DRAIN LEADER PIPING AND FITTINGS: PVC SCH 40 PER ASTM D 1785 AND ASTM D 2665. c. JOINTS: JOINTS MUST BE CERTIFIED BY THE MANUFACTURER TO BE ABLE TO PASS THE AIR TEST OR INTERNAL HYDROSTATIC PRESSURE REQUIRED BY THE AGENCY HAVING JURISDICTION. d. SUBSOIL DRAINS: SLOTTED PVC SCH 40 OR SDR 26 IN ACCORDANCE WITH ASTM D 2729. OR SLOTTED SINGLE WALL HDPE PIPE PER ASTM F667 WITH AASHTO CLASS II PERFORATIONS. i. COARSE FILTER AGGREGATE: MN/DOT SPEC 3149.2.H. ii. GEOTEXTILE FABRIC WRAP: MN/DOT SPEC 3733, TYPE 1 e. BEDDING: CONTRACTOR SHALL INSTALL PVC AND HDPE PIPING IN ACCORDANCE WITH CEAM, ASTM D 2321 AND ASTM F 1668 (FOR GRAVITY SEWER), ASTM D 2774 (FOR PRESSURE PIPE), ASTM A798 (FOR CMP), AND PROJECT DETAILS AND SPECIFICATIONS.CONTRACTOR SHALL INSTALL RC PIPE IN ACCORDANCE WITH CEAM, ASTM C 1479, AND PROJECT DETAILS AND SPECIFICATIONS. f. TRACER WIRE: CEAM 2611, CITY OF MONTICELLO AND PROJECT SPECIFICATIONS. TRACER WIRE MUST BE A MINIMUM 12 AWG COPPER CLAD STEEL RATED TO 30 VOLTS, HMWPE MEETING ASTM D 1248, WITH DESIGNATION ON THE OUTSIDE OF THE WIRE CASING AND FOLLOW APWA COLOR CODE g. CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL SEWER MAINS, LATERALS, SERVICE PIPE AND CONNECTED TO RISERS, MANHOLES PER CEAM, CITY OF MONTICELLO, AND PROJECT DETAILS AND SPECIFICATIONS. TRACER WIRE MUST BE UL LISTED FOR USE IN DIRECT BURIAL APPLICATION. 3. CONTRACTOR SHALL PROVIDE 10 FEET MINIMUM HORIZONTAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND SANITARY OR STORM LINES AND STRUCTURES. 4. CONTRACTOR SHALL PROVIDE 18 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND OTHER UTILITY LINES. PROVIDE INSULATION WHERE WATER, SANITARY, OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY. 5. CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR CONNECTIONS. PROVIDE APPROPRIATE PIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE AS VERIFIED IN THE FIELD. 6. CONTRACTOR SHALL PROVIDE AND INSTALL A FLEXIBLE COMPRESSION JOINT TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, SECTION 719.6. RESILIENT RUBBER JOINTS MEETING ASTM C 923 MAY BE USED IF APPROVED BY AGENCY HAVING JURISDICTION, SEE PROJECT DETAILS. 7. CONTRACTOR SHALL PLACE AND COMPACT SUITABLE FILL MATERIAL BEFORE INSTALLATION OF PROPOSED UTILITIES. 8. CONTRACTOR SHALL PROVIDE 4 INCHES THICK OF INSULATION CENTERED ON STORM PIPE IF LESS THAN 4 FEET OF COVER IN PAVEMENT AREAS AND LESS THAN 3 FEET OF COVER IN LANDSCAPE AREAS PER PROJECT DETAILS. 9. CONTRACTOR IS RESPONSIBLE FOR PROPERLY LOCATING AND INSTALLING CATCH BASINS SO THAT THE INLET FRAME AND GRATE PROPERLY ALIGN WITH CURB AND GUTTER. 10. DRAINTILE/SUBSOIL DRAIN AROUND BUILDING PERIMETER NOT SHOWN ON CIVIL DRAWINGS. CONTRACTOR SHALL VERIFY IF DRAINTILE REQUIRED WITH ARCHITECT/STRUCTURAL/MEP AND COORDINATE CONNECTION TO STORM SYSTEM WITH ENGINEER. 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING IN ACCORDANCE WITH CITY OF MONTICELLO REQUIREMENTS. 12. PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. PIPE LENGTH INDICATED BETWEEN STRUCTURE AND FLARED END SECTION IS FROM CENTER OF STRUCTURE TO END OF FLARED END SECTION. 13. TESTING INSPECTIONS AND CERTIFICATIONS MUST COMPLY WITH THE FOLLOWING: a. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, AGENCY HAVING JURISDICTION AND UTILITY SERVICE COMPANIES. b. STORM LINES AND STRUCTURES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: i. SERVICE PIPE AND ROOF DRAIN LEADERS TESTING TO COMPLY WITH MN PLUMBING CODE CHAPTER 7 SECTION 712 AND CHAPTER 11 SECTION 1109 ii. ALL PORTIONS OF SYSTEM PIPE AND STRUCTURES THAT PASS WITHIN 10 FEET OF A WATER LINE WITHIN 10 FEET OF A BUILDING WITHIN 50 FEET OF WATER WELLS, OR THAT PASS THROUGH SOIL OR WATER IDENTIFIED AS BEING CONTAMINATED MUST BE TESTED IN ACCORDANCE WITH MN PLUMBING CODE CHAPTER 11 SECTION 1109. iii. DEFLECTION TESTING TO MEET CEAM OR CITY REQUIREMENTS iv. TELEVISING INSPECTION TO MEET CEAM OR CITY REQUIREMENTS v. CONDUCTIVITY TESTING TO MEET CEAM OR CITY REQUIREMENTS c. A COPY OF THE TEST RESULTS MUST BE PROVIDED TO THE OWNER, ENGINEER, UTILITY PROVIDER, AND AGENCY HAVING JURISDICTION. 14. REFER TO THE MEP PLANS FOR EXACT LOCATIONS, ELEVATIONS, AND DIMENSIONS OF BUILDING UTILITY ENTRANCE LOCATIONS. 15. CONTRACTOR SHALL CLEAN STRUCTURES AND PIPING OF DEBRIS AND SEDIMENT DURING AND AT THE END OF CONSTRUCTION UNTIL APPROVED BY THE OWNER AND ENGINEER. INFILTRATION BASIN NOTES 1. CONTRACTOR SHALL STAGE CONSTRUCTION APPROPRIATELY AND INSTALL NECESSARY EROSION CONTROL TO PREVENT SEDIMENT WASHING INTO THE INFILTRATION BASIN. 2. CONTRACTOR SHALL STAGE CONSTRUCTION APPROPRIATELY TO MINIMIZE COMPACTION OF THE SOILS IN THE INFILTRATION AREA. CONTRACTOR SHALL ACCOMPLISH FINAL GRADING OF THE BASIN SYSTEM LOW -IMPACT (WIDE TRACKED) EARTH MOVING EQUIPMENT TO PREVENT COMPACTION. 3. CONTRACTOR SHALL STAKE OFF AND MARK THE PROJECT AREA TO KEEP CONSTRUCTION TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILES OUT OF THE PROPOSED INFILTRATION AREAS. 4. CONTRACTOR SHALL STAGE CONSTRUCTION APPROPRIATELY AND INSTALL NECESSARY EROSION CONTROL TO PREVENT SEDIMENT AND TOPSOIL FROM WASHING INTO THE INFILTRATION AREA. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE INFILTRATION AREA, THE CONTRACTOR SHALL REMOVE THE MATERIAL BEFORE PROCEEDING WITH CONSTRUCTION 5. CONTRACTOR SHALL NOT USE THE INFILTRATION AREA AS A TEMPORARY SEDIMENT BASIN 6. CONTRACTOR SHALL NOT EXCAVATE INFILTRATION BASIN UNTIL THE CONTRIBUTING DRAINAGE AREAS WITH EXPOSED SOIL HAVE BEEN STABILIZED AND BITUMINOUS BASE COURSE INSTALLED ON CONTRIBUTING PAVEMENT AREAS. DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THE EXCAVATED CELL OR INTO THE WORK AREA. DO NOT USE INFILTRATION CELL(S) AS TEMPORARY SEDIMENT BASINS OR ALLOW CONSTRUCTION RUNOFF INTO THE CELL(S), WHEN ALTERNATE DRAINAGE ROUTES ARE FEASIBLE. 7. CONTRACTOR SHALL ACCOMPLISH FINAL GRADING OF THE BASIN TO PREVENT COMPACTION. EXCAVATION SHOULD BE PERFORMED WITH A BACKHOE FROM THE SIDES AND OUTSIDE THE FOOTPRINT OF THE INFILTRATION AREA. IF REQUIRED TO WORK WITHIN THE INFILTRATION FOOTPRINT, ONLY LOW GROUND PRESSURE TRACKED EQUIPMENT SHALL BE ALLOWED. RUBBER TIRE EQUIPMENT IS PROHIBITED WITHIN THE INFILTRATION AREA. 8. DE -COMPACT SUBSOIL WITHIN INFILTRATION AREAS WITH BACKHOE RIPPER ATTACHMENT OR OTHER APPROVED METHOD TO A DEPTH OF AT LEAST 18 INCHES BELOW SUBGRADE IN ALL LOCATIONS INDICATED ON THE DRAWINGS AND AS DIRECTED BY ENGINEER. 9. CONTRACTOR SHALL GENTLY MIX THE FIRST LIFT OF INFILTRATION SOILS WITH THE LOOSENED UNDERLYING SOILS TO AVOID STRATIFICATION AND PROMOTE PERMEABILITY. USE EXCAVATOR BUCKET TO PLACE MATERIALS. LEVELING AND FINAL GRADING WITHIN THE CELL MUST BE COMPLETED BY HAND OR OTHER METHOD APPROVED BY THE ENGINEER. 10. INFILTRATION SOILS SHALL BE <85% ONSITE SANDY SOIL (FIELD VERIFY) AND 15% MNDOT 3890 GRADE 2 LEAF LITTER COMPOST>. THE MATERIAL SUPPLIER SHALL PROVIDE DOCUMENTATION THAT THE COMPOST HAS BEEN SAMPLED AND TESTED AS REQUIRED BY THE SEAL OF TESTING ASSURANCE (STA) PROGRAM OF THE UNITED STATES COMPOSTING COUNCIL (USCC). CONTRACTOR SHALL PROVIDE A GRADATION SIEVE ANALYSIS FOR THE <ONSITE SAND>. THE INFILTRATION SOILS SHALL NOT CONTAIN ANY TOPSOIL OR FILTER AGGREGATE WITH FINES. 11. CONTRACTOR SHALL AVOID CONTAMINATION OF INFILTRATION BASIN SOILS WITH SEDIMENT, IN-SITU OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. 12. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE INFILTRATION BASIN, THE CONTRACTOR SHALL REMOVE THE MATERIAL BEFORE PROCEEDING WITH CONSTRUCTION. 13. CONTRACTOR SHALL KEEP INFILTRATION SYSTEMS OFF-LINE BY RESTRICTING STORM WATER INFLOW UNTIL VEGETATION IS ESTABLISHED IN THE CELL AND UP -GRADIENT AREAS HAVE BEEN FULLY STABILIZED AND IMPERVIOUS SURFACES CLEARED OF CONSTRUCTION SEDIMENT. 14. CONTRACTOR SHALL ENSURE INFILTRATION BASIN IS FREE AND CLEAR OF SEDIMENT UPON FINAL COMPLETION OF CONSTRUCTION. TREE PRESERVATION NOTES 1. CONTRACTOR SHALL PROTECT EXISTING TREES THAT ARE NOT TO BE REMOVED. INSTALL ORANGE MESH FENCING, 4 FEET HIGH, WITH STAKES EVERY 10 FEET, 5 FEET OUTSIDE OF THE DRIP LINE OF PRESERVED TREES, OR AT THE CONSTRUCTION LIMITS. DO NOT PERFORM ACTIONS WITHIN THE PROTECTED AREA THAT MAY HARM THE TREE AND COMPACT THE SOIL, INCLUDING EXCAVATION, STORING MATERIALS, PARKING AND TRAFFIC DURING CONSTRUCTION. WHERE CONSTRUCTION REQUIRES DISTURBANCE WITHIN THE PROTECTED AREAS, DISTURB THE ROOT ZONE AS LITTLE AS POSSIBLE. 2. TREE PROTECTION MEASURES/FENCING MUST BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION AND MUST BE REVIEWED BY OWNER AND ENGINEER BEFORE STARTING CONSTRUCTION. 3. WHEN TREE ROOTS ARE ENCOUNTERED THAT MUST BE REMOVED, CONTRACTOR SHALL CUT ROOTS CLEANLY AS FAR FROM THE TREE AS POSSIBLE AND IMMEDIATELY WATER AND BACKFILL OVER THE ROOTS TO PREVENT DRYING. HORIZONTAL AND VERTICAL CONTROL NOTES 1. THE HORIZONTAL CONTROL FOR THIS PLAN IS NAD83 WRIGHT COUNTY COORDINATES SYSTEM US FOOT. 2. THE VERTICAL CONTROL FOR THIS PLAN IS NAVD88. 3. AN VERTICAL BENCHMARK IS THE MNDOT CONTROL STATION 8680 BE - NAVD88 WITH AN ELEVATION OF 969.17' TYPICAL OWNER/ENGINEER/CITY OBSERVATIONS 1. CONTRACTOR MUST NOTIFY OWNER, ENGINEER, AND CITY A MINIMUM OF 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES FOR ATTENDANCE AND OBSERVATION: a. PRE -CONSTRUCTION MEETING b. UNDERGROUND PIPING AND UTILITIES INSTALLATION c. UTILITY TESTING d. STRUCTURES AND APPURTENANCES INSTALLATION e. SUBGRADE PREPARATION f. BASE INSTALLATION g. PAVEMENT INSTALLATION WENCKI 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1 1 01 WWW.POPEARCH.COM CLIENT: O z Lu U) U) z Q J 0 - Lu 0 z Lu 2i z a- 0 OO J I— W q w 0 o U) 0 Lu =D 0 a_ 9 Lu to �_ N '.' 0 0 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA O PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOZN T V LICE X10.: 0�E D PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE ISSUE NO.: 01/06/2020 SHEET TITLE: GENERALNOTES SHEET NO.: C-002 E 217 0 N O N I I 2010 953.20 \ � �30 24 \ \ 2314 _ 2 G 55 '/ �KQ20 22 .. 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X �I I I D 6 954.TRB TRDg6"� 9S3�E 936 3 �366�- YARD HYD TTRD49�_ 95 0 95 . 4 I �- 264 9sg� 22 1 B T-Rrr I � ) j19 YAR SIT v 11 I o \ / 957' - 7 I ry / rg5s 56. 19 I I 22 3 A 959 95 TRC 20" 2415 I I I 1 I / / 1265 1 I 1 \V L 22 2 246 25 .12 �/ 951.14 / I 2389 25 59 \> 1 TRD I I I 1 1 v 6.92 ��_ 2426 7 24 2 52. _ _ _ I �1 / 5 5 .21 TRC 8 ° TR 101 �. -95 5 TRC 15"f �TRTR T B B� 258.78 2 12 I 1 I / 1 1 I ✓ I \ \ J1 v a2E955 2399 2401 (9 3 56 9 ° 53.3 \ I I I I I ' _5� \ I ftC 1 ° TRD 956 957.66 2 6 5.11 TRD18" ' 1 � � ° T y- � yeti � �8A 8- 957 - _ -�w�RD � � ) I I I I I � 1 954 - 956 = 9� b'N /- \ �55J--954�'� j �/C 25 - -601" -1� �_ y5 l - � , 9595, - - 2435 \ 150 2 I I \ I - '��J Li411 � _'94 �U,- �`-? 53 \ \ TRD 1 - \ 1 -9 g 'o V_ �5�� ! -y49 94 49- 947 - 1 0 50. It ,.I 27 1026 I947 \ \RC, I I' L -- ------5(p- \-------- 26 9 962- _ 963- 964 I \ \ \ \\ 7 -ORA4VACJC<� - - <<VD - - «- ( TIL-r!R(' - - <RA-SE44€4-T \\ ,• --- \ r g� i9R QS S+��cS� co c9Uk O'` ON\ ,ern �crrn -� y - - - ---------- ---- ---_ -�- c - - T INV=946.3 E/W \ ° 955.701 I- / \ 22 =9 8 \ CANNOT RFEEA( TRD I / - - INV=944.6 S/E - 8- 9�6 i - - i- - - -; - - ;;--5+�RGT \ 1 1 0--------g6�--->> -->>- >> _ > »__ »--'>---------- ->--- I \ 1 N = .07 r » y1=RCP »�» --»-- ��------- ----- - - - A _ I I I I I I I RIM=956 y� 1349 I \ INV=9�7 E/W 957.74 Lp KEYNOTES O 1. SAWCUT BITUMINOUS PAVEMENT (TYP.) 2. SAWCUT CONCRETE PAVEMENT (TYP.) 3. REMOVE CURB AND GUTTER (TYP.) 4. REMOVE BITUMINOUS PAVEMENT (TYP.) 5. REMOVE CONCRETE PAVEMENT (TYP.) 6. CLEAR AND GRUB AREA (TYP.) 7. REMOVE TREE (TYP.) 8. SPADE TREE - COORDINATE WITH CITY ON ROW REPLANTING LOCATION; OR ALTERNATE: REMOVE TREE AND REPLACE WITH 18" DIAMETER OF NEW TREE(S) AND COORDINATE WITH CITY ON ROW PLANTING LOCATION 9. REMOVE MONUMENT SIGN AND ASSOCIATED LIGHTING 10. REMOVE STORM SEWER STRUCTURE 11. REMOVE STORM SEWER PIPE 12. SALVAGE HYDRANT. REINSTALL ON SITE, SEE SHEET C-401 FOR ACCEPTABLE LOCATIONS. PROTECT GATE VALVE. 13. REMOVE LANDSCAPE WALL 14. REMOVE AND RELOCATE HANDHOLE/PEDESTAL AND UTILITY LINE(S). COORDINATE WITH UTILITY COMPANY. 15. SALVAGE SIGN AND POST. SEE SHEET C-101 FOR REINSTALLATION LOCATION. 16. SALVAGE LIGHTPOLE. COORDINATE WITH OWNER/ARCHITECT ON REINSTALLATION LOCATION. 17. SALVAGE LANDSCAPE LIGHT. COORDINATE WITH OWNER/ARCHITECT ON REINSTALLATION LOCATION. 18. SALVAGE MAILBOX. COORDINATE WITH OWNER/ARCHITECT ON REINSTALLATION LOCATION. 19. REMOVE YARD HYDRANT AND ASSOCIATED PIPING AS NECESSARY FOR PROPOSED IMPROVEMENTS. FIELD VERIFY SERVICE PIPING (UNKNOWN) PRIOR TO CONSTRUCTION. CONFIRM PIPE REMOVAL LIMITS WITH ENGINEER AND OWNER UPON EXCAVATION. 20. PROTECT EXISTING BUILDING FEATURES AND APPURTENANCES 21. PROTECT HANDHOLE/PEDESTAL 22. SILT FENCE (TYP.) - SEE DETAIL 6/C-802 23. ROCK CONSTRUCTION EXIT - SEE DETAIL 5/C-802, SEE NOTE 2 24. INLET PROTECTION - SEE DETAIL PLATE 6004/C-802 25. TREE PROTECTION - SEE NOTE 3 26. TEMPORARY DIVERSION DITCH WITH ROCK CHECKS (TYP.) - SEE DETAIL 7/C-802 27. TEMPORARY SEDIMENT BASIN WITH TRAP - SEE DETAIL 8/C-802 28. NOT USED 29. PROTECT EXISTING HYDRANT 30. PROTECT EXISTING LIGHTPOLE 31. PROTECT EXISTING STORM STRUCTURE AND PIPES 32. POTHOLE TO LOCATE EXISTING WATERMAIN AND COORDINATE FINAL DESIGN OF PROPOSED WATERMAIN WITH ENGINEER - SEE NOTE 10 33. REFERENCE DETAIL PLATE 7006/C-803 FOR UTILITY EXCAVATIONS WITHIN ROW 34. SALVAGE AND REINSTALL SIGN "CENTER LANE ONLY" - COORDINATE WITH CITY FOR EXACT LOCATION. N 0 50 100 GRAPHIC SCALE IN FEET LEGEND - - 901 - - 900 GAS GAS COM COM UE UE NOTES PROPERTY BOUNDARY LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE SECTION LINE QUARTER LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR REMOVE STORM SEWER REMOVE UNDERGROUND GAS LINE REMOVE UNDERGROUND COMMUNICATION LINE REMOVE UNDERGROUND ELECTRIC LINE REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE PAVEMENT CLEAR AND GRUB AREA REMOVE TREE REMOVE CURB AND GUTTER SAWCUT PAVEMENT REMOVE STORM SEWER MANHOLE REMOVE STORM SEWER INLET REMOVE FLARED END SECTION REMOVE HYDRANT ABANDON WATER WELL REMOVE COMMUNICATIONS PEDESTAL REMOVE SIGN REMOVE LIGHT POLE REMOVE DECORATIVE LIGHT REMOVE MAILBOX REMOVE HAND HOLE CONSTRUCTION LIMITS ROCK CONSTRUCTION ENTRANCE SILT FENCE INLET PROTECTION TREE PROTECTION TEMPORARY DIVERSION DITCH WITH ROCK DITCH CHECK TEMPORARY SEDIMENT TRAP DISCHARGE 1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES. 2. CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECT DOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF. 3. SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FOR TREE PROTECTION. DO NOT COMPACT WITHIN TREE DRIPLINE. 4. CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFF SET FROM PROPERTY LINE FOR CLARITY, WHEN APPLICABLE. 5. CONTRACTOR MAY MODIFY LOCATION, SIZE, AND DISCHARGE OF TEMPORARY SEDIMENT BASIN(S) AND DIVERSION DITCH(ES) AS SITE CONDITIONS DICTATE DURING CONSTRUCTION. THUS, SEDIMENT BASIN AND DIVERSION DITCH ARE SHOWN GENERALLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE A QUALIFIED INDIVIDUAL MUST COMPLETE ALL CHANGES TO THE SWPPP, BASIN/DITCH PLACEMENT, AND SIZING. TEMPORARY BMP'S MUST MEET THE REQUIREMENTS OF THE NPDES PERMIT AT ALL TIMES. 6. ONCE EXISTING HYDRANT IS REMOVED, COORDINATE WITH FIRE CHIEF AS NECESSARY TO PROVIDE MEASURES FOR INTERIM FIRE PROTECTION. 7. COORDINATE WITH OWNER AS WHETHER TO SALVAGE AND REINSTALL OR REMOVE LANDSCAPE FEATURES, INCLUDING BUT NOT LIMITED TO: MAILBOXES, MONUMENT SIGNS, AND ALL EXTERIOR LIGHTING FIXTURES. 8. GAS, ELECTRIC, COMMUNICATION, AND OTHER SMALL UTILITY LINES EXIST WITHIN THE PUBLIC RIGHT OF WAY. USE CAUTION DURING ALL EXCAVATION ON SITE. 9. MAINTAIN EXISTING OVERLAND FLOW PATTERNS THROUGHOUT CONSTRUCTION. PROVIDE BYPASS AS NECESSARY. 10. SAWCUTTING AND BITUMINOUS REMOVALS FOR WATERMAIN INSTALLATION IN THE SOUTHWEST OF THE WEST PARCEL ARE SHOWN GENERALLY. CONTRACTOR TO POTHOLE AND LOCATE EXISTING WATERMAIN, AND COORDINATE FINAL DESIGN OF PROPOSED WATERMAIN WITH ENGINEER. CONTRACTOR SHALL REMOVE MINIMUM BITUMINOUS MATERIAL NECESSARY TO CONSTRUCT PROPOSED WATERMAIN. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 V ^4k V WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: (0i U'Y1C 0 z Lu ZD U) z Q J Lu 0 Z Lu 2i z a o 0 J I-- > E w 0 W 0 0 a_ 9 Lu to I-_ CV M-00 CD z 0 U)z Q a x LLI J U LL Q OW J z Lu z U_ z O� 2z LL D OO � U I- U = CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN �\ SPECIFICATION, OR REPORT WA \o PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AMA DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOTyQ� ZN LICE&E X10.: Di PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: REMOVAL AND PRECONSTRUCTION EROSION CONTROL PLAN SHEET NO.: C-003 E 217 0 0 CV 0 CV �: IMPAIRED WATERS MAP Mississippi River 07010203-729 (FC; Hg -F; PCB -F) - u I I M/SS�SS�pPi /L�e� / ?'C Mississippi A <y / /frlr(ia hi.r ,c[,y,..a A r Lithe 1%ln - h�kilhcdla H3 [ba ALIS UC+IOr`a / l Elan2ch 5'Ls7ALEW CA7ICN: ^[tiGztti Cn. r /ALCUN AVS / I I o O � 41 R.." xr, Calcareous Fens: MN DNR (2017) i-egend ITEM Springs: MN DNR (2019) UNIT INLET PROTECTION Impaired Wetlands/Lakes/Streams: MPCA (2018) Project Boundary Stream Sink 2018 MPCA Impaired Trout Streams/Lakes: MN DNR (2017) AC Streams (Draft) Streams/Rivers/Lakes: USGS NHD (2015) Revised National Wetlands Inventory: MN DNR 1 Mile Radius X Sinkhole Trout Stream (2009-2014) Karsts Features: MN DNR (2018) Special or Restricted Waters 1 Prone To Surface Karst Z:Z) Trout Lakes N within -Mile of Monitoring Locations Flow Direction 1 EA Lake, Pond or Reservoir 2800 Federal Designated ScenicJ Recreational Rivers Scientific and Natural Area � River or Stream 0 or Boundaries 1,800 900 0 1,800 Calcareous Fens �t� 2018 MPCA Impaired Revised National Wetland Feet Wetlands (Draft) Inventory Path: L:15898\0002\Pro\SWPPP\SWPPP.aprz Minnesota Springs 2018 MPCA I m aired � P Rivers and Streams 12/18/2019 2:43 PM BerKA1064 Layout: 303 (d) Impaired Waters and Wetlands Map Lakes (Draft) UMC FACILITY EXPANSIC)N NVWENCK DEC 2019 EV SpeciaI Waters Map i®partner. Exceptional Figure 2 outcomes. SOIL MAP Legend *, Property Boundary Dorset -Two Inlets complex, 2 to 6 ercent sic es �' USA Soils Map Units — Udipsamments (cut and filI land) ` .. Oorset sandy loam, 0 to 2 .percent slopes ' y }� -- Dorset -Two ][nlets complex, 2 to 6 �_ - - I percent slopes _ F Scruthhaven loam, 0 to 2 !'* percent slopes I _ Dorset sandy y F T -loam, 0 to 2 percent slopes t° � Hubbard loamy Dorset-Almora complex, 1 to 4 - percent slopes Dorset sandy - loam, 0 to 2 �� percent slopes 500 250 0 500 Feet Path: L:\589810002\Pro\SWPPP\SWPPP.ap-„ +i) 3� '^• j 1 — -` _ a _ 12/18/rz 2019 2:43 PM BerKA1064 Lay ut: Soils Mao UMC FACILITY EXPANSION�I^VWENCK DEC 2019 Soils Map Responsive partner. Exceptional outcomes. Figure 1 PROJECT INFORMATION PROJECT NAME: ULTRA MACHINING COMPANY FACILITY EXPANSION PROJECT LOCATION: 500, 510 CHELSEA ROAD, MONTICELLO, MN 55362 PROJECT TYPE: INDUSTRIAL FACILITY EXPANSION TO INCLUDE PAVEMENT, BUILDING CONSTRUCTION, PARKING, STORMWATER MANAGEMENT, AND MISCELLANEOUS UTILITIES CONSTRUCTION. TOTAL AREA DISTURBED BY CONSTRUCTION: APPROXIMATELY 8.5 ACRES. THE TOTAL SITE AREA IS APPROXIMATELY 17.75 ACRES. ESTIMATED CONSTRUCTION DATES: SPRING 2020 - FALL 2020 CUMULATIVE IMPERVIOUS SURFACE/PERMANENT STORMWATER MANAGEMENT REQUIREMENTS: THE PROPOSED PROJECT RESULTS IN A±3.7 ACRE NET INCREASE IN IMPERVIOUS SURFACE WITHIN THE LIMITS OF DISTURBANCE. THE PROJECT PLANS FOR AN ADDITIONAL ±2.0 ACRE INCREASE IN IMPERVIOUS SURFACE AS A FUTURE EXPANSION. THE SITE ULTIMATELY DRAINS TO THE MISSISSIPPI RIVER, WHICH IS LISTED AS AN IMPAIRED WATER FOR FECAL COLIFORM, MERCURY IN FISH TISSUE, MERCURY IN WATER COLUMN, PCB IN FISH TISSUE, PFOS IN FISH TISSUE, PFOS IN WATER COLUMN, AND TURBIDITY. THE SITE WILL MANAGE STORMWATER RATE BY UTILIZING AN EXISTING REGIONAL RATE CONTROL POND IN THE SOUTHWEST CORNER OF THE DEVELOPMENT. STORMWATER QUALITY AND VOLUME REQUIREMENTS WILL BE MET BY THE CONSTRUCTION OF AN ON SITE INFILTRATION BASIN UPSTREAM OF THE REGIONAL RATE CONTROL POND. PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF THE SITE (OWNER): ULTRA MACHINING COMPANY CONTACT: CORY DUKOWITZ, MANAGER OF SAFETY, FACILITIES, AND MAINTENANCE CONTACT PHONE: 763-271-5220 CONTACT EMAIL: CORYD@ULTRAMC.COM PARTY RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP (CONTRACTOR): MIKE ANDERSON, LARSON BUILDING, (P): 612-270-9909, (E): MIKE.ANDERSON@LARSONBUILDING.COM - CONTRACTOR SHALL PROVIDE A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE FOR INCORPORATION INTO THIS SWPPP DOCUMENT TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE (THROUGH FINAL STABILIZATION AND NOT SUBMITTAL). CONTRACTOR SHALL ALSO PROVIDE DOCUMENTATION OF PERSONNEL TRAINING IN ACCORDANCE WITH THE PERMIT FOR INCORPORATION INTO THIS SWPPP DOCUMENT AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. CONTRACTOR IS RESPONSIBLE FOR KEEPING A FINAL SWPPP DOCUMENT, CONTAINING THE INFORMATION REQUIRED ABOVE, AT THE CONSTRUCTION WPM DLLuy�C&T)ICiqM}ENTgT THE SWPPP IS COMPOSED OF, BUT NOT LIMITED TO, THE BELOW PROJECT DOCUMENTS. THESE DOCUMENTS SHALL BE KEPT ON THE PROJECT SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE SWPPP SHALL BE AMENDED BY THE PERSON RESPONSIBLE TO INCLUDE ANY DOCUMENTS NECESSARY TO ENSURE ADHERENCE TO THE GENERAL PERMIT. UMC FACILITY EXPANSION CIVIL CONSTRUCTION DRAWINGS BY WENCK ASSOCIATES DATED FEBRUARY 2020 UMC FACILITY EXPANSION STORMWATER MANAGMENT PLAN BY WENCK ASSOCIATES DATED FEBRUARY 2020 RECORD RETENTION - THE SWPPP, ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT ON-SITE DURING CONSTRUCTION; THE CONSTRUCTION DRAWINGS ARE INCORPORATED HEREIN BY REFERENCE, AND A COPY OF THE PLAN SET SHOULD BE KEPT ON-SITE WITH THE SWPPP RECORDS. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION: 1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT; 2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION; 3. ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACT, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. INSPECTIONS THE INSPECTION LOG WILL BE COMPLETED BY THE CONTRACTOR FOR THE CONSTRUCTION SITE. INSPECTOR(S): TBD - TRAINING DOCUMENTATION (PER PART IV.E OF THE PERMIT) WILL BE INCORPORATED INTO THIS SWPPP AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. THE CONTRACTOR WILL MAKE CORRECTIONS OR REPAIRS REQUIRED TO COMPLY WITH THE PERMIT. INSPECTIONS AT THE SITE WILL BE COMPLETED IN ACCORDANCE WITH THE PERMIT AS FOLLOWS: ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND, WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 1. THE INDIVIDUAL PERFORMING INSPECTIONS MUST BE TRAINED AS REQUIRED BY PART IV.E OF THE PERMIT. TRAINING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR FOR INCORPORATION INTO THE SWPPP. INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMPS, AND INFILTRATION AREAS. CORRECTIVE ACTIONS MUST BE IDENTIFIED AND DATE OF CORRECTION MUST BE NOTED AS IDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY OFFSITE DISCHARGE MUST BE DOCUMENTED AS IDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED WITHIN SEVEN (7) CALENDAR DAYS. AN INSPECTION LOG IS ALSO ATTACHED; THE INSPECTION LOG AND SWPPP MUST BE KEPT ON-SITE FOR THE DURATION OF THE CONSTRUCTION PROJECT. AT A MINIMUM, THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION: -RECORD DATE AND TIME OF INSPECTION. -RECORD RAINFALL RECORDS SINCE THE MOST RECENT INSPECTION. -INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION. -INSPECT THE SITE FOR DEBRIS, TRASH, AND SPILLS. -INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES. -INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PUBLIC STREETS. -RECORD RECOMMENDED REPAIRS AND MODIFICATIONS TO EROSION AND SEDIMENT CONTROLS. -RECOMMEND ANY NECESSARY CHANGES TO THIS SWPPP. -RECORD REPAIRS AND MODIFICATIONS IMPLEMENTED SINCE PREVIOUS INSPECTIONS. -INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT, LITTER, AND CONSTRUCTION DEBRIS. THE GENERAL CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G. PAVING, SEWER INSTALLATION, ETC), CLEARING, GRUBBING, GRADING, OR TEMPORARY AND PERMANENT STABILIZATION. THE CONTRACTOR MAY UPDATE OR MODIFY THE SWPPP WITHOUT ENGINEER APPROVAL IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. EROSION AND SEDIMENT CONTROL PRIOR TO ANY SITE DISTURBANCE, AND AS REQUIRED AS CONSTRUCTION PROGRESSES, ANY PERMIT REQUIRED EROSION PREVENTION MEASURES AND THE SEDIMENT CONTROL DEVICES (INLET PROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION CONTROL BLANKET) SHOWN ON THE CONSTRUCTION DRAWINGS WILL BE INSTALLED AT THE SITE. ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WILL BE STABILIZED WITHIN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY (WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION WILL BE INITIATED IMMEDIATELY. EXPOSED SOIL AREAS MUST HAVE TEMPORARY EROSION PROTECTION (SLASH MULCH, EROSION CONTROL BLANKET, SEED) OR PERMANENT COVER YEAR ROUND. CONTRACTOR SHALL IMPLEMENT APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION WHEN PRACTICAL. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATER FROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. SWPPP IMPLEMENTATION, PHASING, AND SEQUENCE OF CONSTRUCTION: BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT, AND INSTALL SILT FENCE. 2. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS AND INLETS. 3. PREPARE TEMPORARY STORAGE, PARKING, AND PHASING AREAS. 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS/BASINS. 5. PERFORM CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE. 6. PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7. BEGIN EXCAVATION OF PERMANENT STORMWATER BASIN AREAS. SEE SEQUENCING BELOW FOR ADDITIONAL INFORMATION. 8. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 9. TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT CONSTRUCTION. DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE AS REQUIRED BY NPDES OR PERMIT. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. THE FOLLOWING MEASURES WILL BE TAKEN AS SEDIMENT CONTROL PRACTICES IN ORDER TO MINIMIZE SEDIMENTS FROM ENTERING SURFACE WATERS: 1. INSTALLATION OF SEDIMENT CONTROL PRACTICES ON ALL DOWN GRADIENT PERIMETERS PRIOR TO LAND DISTURBING ACTIVITIES. 2. SILT FENCING, BIOLOGS, OR OTHER SEDIMENT CONTROL SURROUNDING TEMPORARY SOIL STOCKPILES. 3. VEHICLE TRACKING BMP AT CONSTRUCTION SITE ENTRANCE/EXIT. STREET SWEEPING SHALL BE PERFORMED IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING. TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED SURFACES BOTH ON AND OFFSITE WITHIN 24 HOURS OF DISCOVERY PER THE PERMIT. THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF POLLUTION CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT: -IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 THE HEIGHT OF THE FENCE, REMOVE ALL SEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. -IF INLET PROTECTION DEVICES APPEAR PLUGGED WITH SEDIMENT, ARE FILLED TO 1/3 CAPACITY, OR HAVE STANDING WATER AROUND THEM, REMOVE THE SEDIMENT AND CLEAN OR REPLACE THE FILTER WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. -IF THE GRAVEL CONSTRUCTION ENTRANCE(S) ARE FILLED WITH SEDIMENT EITHER REPLACE THE ENTRANCE OR ADD ADDITIONAL GRAVEL WITH 24 HOURS OF DETECTION OR NOTIFICATION. -IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT STREETS OR OTHER PROPERTIES, THE INSPECTOR SHALL IDENTIFY THE SOURCE AND DISCHARGE LOCATION OF THE SEDIMENT AND INSTRUCT TO IMPLEMENT ADDITIONAL EROSION AND SEDIMENT CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE DISCHARGES. -IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISE MANAGED INAPPROPRIATELY, CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. -IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OUTFALLS, THE INSPECTOR SHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS. IF THE DISCHARGE HAS OCCURRED ON THE PROPERTY, REMOVE THE SEDIMENTS AND DEBRIS WITHIN 24 HOURS OF NOTIFICATION AND CORRECT THE SOURCE OF SUCH MATERIALS AS DIRECTED BY THE INSPECTOR POLLUTION PREVENTION MEASURES SOLID WASTE: SOLID WASTE, INCLUDING BUT NOT LIMITED TO, COLLECTED ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTE, INCLUDING ALL TRASH ONSITE, MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. HAZARDOUS MATERIALS: HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCE MUST BE PROPERLY STORED INCLUDING SECONDARY CONTAINMENTS, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA REGULATIONS. CONSTRUCTION EQUIPMENT/VEHICLES: EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS SHALL BE TAKEN. ADEQUATE SUPPLIES MUST BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS; CONDUCT FUELING IN A CONTAINED AREA UNLESS INFEASIBLE. CONCRETE WASHOUT AREA: CONCRETE WASHOUT WILL BE PERMITTED ON-SITE; CONTRACTOR SHALL FOLLOW ALL PERMIT REQUIREMENTS FOR CONCRETE WASHOUT. THE CONTRACTOR SHALL PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND AND THE CONTAINMENT MUST BE DESIGNED TO PROHIBIT RUNOFF FROM THE WASHOUT OPERATIONS/AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR CONCRETE WASHOUT AND DISPOSAL OF WASHOUT WASTES. CONTRACTOR SHALL REVISE SWPPP TO INDICATE WASHOUT LOCATION ONCE THE LOCATION HAS BEEN DETERMINED. FERTILIZERS AND LANDSCAPE MATERIALS MUST BE UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER - SANITARY WASTE MUST BE DISPOSED OF PROPERLY. GENERAL SWPPP NOTES DEWATERING IS NOT ANTICIPATED TO BE REQUIRED DURING TRENCHING FOR UTILITY CONSTRUCTION. IN THE EVENT THAT DEWATERING IS NECESSARY CONTRACTOR SHALL COMPLY WITH PERMIT SECTION 10.1 REQUIREMENTS FOR DEWATERING. THIS SWPPP SHALL BE AMENDED BY THE CONTRACTOR IN ACCORDANCE WITH THE PERMIT AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS PER SECTION 6.1 OF THE PERMIT. THE PROJECT WILL DISTURB LESS THAN 5 ACRES THAT PROMOTE DRAINAGE TO A COMMON LOCATION. THEREFORE A TEMPORARY SEDIMENT BASIN WILL NOT BE REQUIRED. THIS SWPPP SHALL BE AMENDED BY THE CONTRACTOR IN ACCORDANCE WITH THE GENERAL PERMIT TO INCLUDE TEMPORARY SEDIMENTATION BASINS. BASINS, IF INSTALLED, SHALL BE DESIGNED TO ACCOMMODATE NO LESS THAN 3,600 CUBIC FEET OF LIVE STORAGE PER ACRE OF CONTRIBUTING DRAINAGE AREA. BASIN OUTLETS SHALL BE DESIGNED TO WITHDRAW WATER FROM THE SURFACE OF THE BASIN, PREVENT SHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. BASINS SHALL HAVE A STABILIZED EMERGENCY OVERFLOW LOCATION AND BE DESIGNED TO PREVENT THE DISCHARGE OF POLLUTANTS TO THE EXTENT PRACTICAL. FINAL STABILIZATION: ALL PERVIOUS AREAS DISTURBED BY CONSTRUCTION AS DESIGNATED WILL RECEIVE VEGETATIVE COVER ACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL STABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE RESTORED PERVIOUS AREAS. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE. NOTICE OF TERMINATION (NOT) MUST BE SUBMITTED WITHIN 30 DAYS OF FINAL STABILIZATION. IMPAIRED WATERS, SPECIAL WATERS, AND WETLANDS THIS PROJECT IS LOCATED WITHIN ONE MILE OF, AND ULTIMATELY DISCHARGES TO, AN IMPAIRED WATER. THE MISSISSIPPI RIVER IS LOCATED SOUTHWEST OF THE PROJECT LOCATION AND IS LISTED AS IMPAIRED FOR FECAL COLIFORM, MERCURY IN FISH TISSUE, MERCURY IN WATER COLUMN, PCB IN FISH TISSUE, PFOS IN FISH TISSUE, PFOS IN WATER COLUMN, AND TURBIDITY. DISCHARGE TO AN IMPAIRED WATER REQUIRES IMPLEMENTATION OF SECTION 23.1 OF THE PERMIT AS INCORPORATED INTO THIS SWPPP DOCUMENT. THE PROJECT SITE DISCHARGES TO AN INFILTRATION BASIN FOR STORMWATER MANAGEMENT PRIOR TO THE ULTIMATE DISCHARGE POINT ONSITE. THE PROJECT WILL NOT IMPACT WETLANDS. SITE SOILS - SITE SOILS ARE SHOWN ON THIS SHEET. THIS PROJECT IS NOT LOCATED IN A KARST AREA. ESTIMATED BMP QUANTITIES AND INSTALLATION SCHEDULE THE ADJACENT TABLE INDICATES THE ESTIMATED MATERIALQUANTITIES NECESSARY TO IMPLEMENT THE TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS IDENTIFIED IN THIS SWPPP AND ON THE CONSTRUCTION DRAWINGS. TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS WILL BE INSTALLED/CONSTRUCTED WHEN NECESSARY AS CONSTRUCTION ACTIVITIES PROGRESS AND IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS. MAINTAIN AND REPLACE BMPs DURING THE EXECUTION OF THE PROJECT AS REQUIRED TO CONTINUE SWPPP COVERAGE DURING CONSTRUCTION ESTIMATED BMP QUANTITIES ITEM QUANITITY UNIT INLET PROTECTION 21 EA TURF ESTABLISHMENT 2.9 AC EROSION CONTROL BLANKET 3650 SY TEMPORARY DIVERSION DITCH 810 LF ROCK CHECK DAM 4 EA TEMPORARY SEDIMENTATION BASIN 1 EA SILT FENCE 2800 LF BIOROLL 0 LF CONSTRUCTION EXIT 2 EA NOTE: QUANTITIES ON PLAN SUPERCEDES LIST QUANTITIES IN A DISCREPANCY CERTIFICATION IN ACCORDANCE WITH PART III.A.2.A.1. OF THE GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES, THE PREPARER OF THIS DOCUMENT WAS TRAINED UNDER THE UNIVERSITY OF MINNESOTA EROSION AND SEDIMENT CONTROL CERTIFICATION PROGRAM. JACK AMMERMAN'S CERTIFICATION IN DESIGN OF SWPPP IS VALID THROUGH MAY, 31, 2021 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 TOY WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: OLJ U'Y1C z Q J LU 0 CO Z LU Z a_ O O J I— LU a_ W E (0 0 LU =D 0 a_ 9 Lu I CD 1-- CV MR 00 CD CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �o PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AMA DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT ZN LICE E X10.: DDE: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: SHEET TITLE: SWPPP SHEET NO.: C-004 E 217 I 2010 2314 2055 � 'ZO a c � I \ \ F \2310 cC � c 2264 E 9 953.22 22s�� 55.81 RIM=959.04 INV=950.64 'I I v II I� I II IV V II I� II I I✓ �I II II V R II V 2446 ° 956.36 TRD 6" I� V I� Iv IC ° 1956.92 �,./2389 TRD 10" SGT 2.276 c g. c\H 77 \ -954.03\\ INV- 48.6.6 S INV=948. -.Qo,� \ \ co c\\cam \ /Lj RIM 954. 2305 \ =948.1 E \ 4.54 RIM -95 V= N \ =938.6 W ANNO \ 1 C'C V. Ir INV-973ggg,,,$$$ E \ C \ \ \C 00 � \ \ co o � 958. \ \/LJ \ 1 TRID 1 J TRD 12" \ � zzz4 I \ � a vF c � 9224 �J 1099 RIM=`�61 TRD 12" Zi<57.721 INV=949.8 TRC I \ \ \ INV=949.8 S S 2228 \ �( O \ 19 0.9229 109F, \ \\ CC \ RIM=95 . ...JJZ,' _�EW0.30 SR 49 2 E C ° 79622.3 8" \\ \ \C SE \ \ C 1108 I 4 . \ �.2 6F�J \ TRC 8" Z,W?957.85 \ 2235 TRC I til (/ 960.81 12 / 10i®73 ��...✓✓J TRD 25" I OM C ®194 1113 \ 2238 1113 I \ 10 OCC / RIM=9 �961.30 TRD �Av I 5 \\� 7%INV 4✓✓ TRD 25" L, . ,. I \ cC 2202 962.41 TRD 25' 2197 961.66 TRD 20" ml 9 / 9 1138 I C\ RIM=957.26 961.45' \ \ INV=9!R*g57.75 INV=952.8 SE 20 r \ \ \ INV=950.5 W \ CC 22 NV= CANNOT REACH N TRID I ° 1961.40 \ ` � � A \ ` NIM 95 7.36 J 959.8 I d ° I \ WV I 1081 \ INV=953.4E �\ 961.83 \ v I TRD \ p 22 I \\\ � 10 20 d 2 I ?Rc1 \\\ �J 1.47 123 \ \` d I :' TRC \` d I VV TRC I d -9 '9 � `4 �-q -4 23 I p d d 2 ..a Qa._ _.a_ I LAJ dp d I °d p d d Ip PROPOSED BUILDING 45,750 SF FFE: 962.2 1, 1 6 PROPOSED LINKI u LOT 1 1201 2,377 SF I c 961.82 25Y EE: 962.2 c FE 96 .1 i C 02347 956.80 TRD 8" L- J )POSrD LINK LO 2 2,218 SF FFE: J62.2 p d dd ADDRESS 500 (LOT 1), 510 (LOT 2) CHELSEA ROAD, MONTICELLO, MN 55362 EXISTING ZONING IBC (INDUSTRIAL AND BUSINESS CAMPUS DISTRICT) PROPOSED ZONING d dp PROPOSED USE INDUSTRIAL 1 d p d IMPERVIOUS AREA (AC.) PERVIOUS AREA (AC.) EXISTING LOT 1 10.0 � d 5.87 PROPOSED LOT 1 d ° d d 5.68 p d ° 0 7.25 d m d 3.52 3.73 d p LOT NUMBER d d ° d d ° PRO POSED LOT 1 2,378 SEE NOTE 2 pd 1 PROPOSED LOT 2 4 d a �2454 2441 A2 '439 I 437 1 '62 56.��56TRCC925394TRC.. 9 7VVVVVVTR" V"" I I I I TRC 20" 2415 959.04 2468 0245 952.12 TRD 30" 24 2462 3 J 52"a .V'' 5. 8° 955.86V --12"' CRD 12 tINV=947.55 VV 1187 962.98 FE 1215 S ° ! 961.24 �✓ TRD L J 956.98 T5 . 6„ �955 D 6 ��24726.�2473 j�3?.+�; 52.84J 2426 p g�� T &�, X953.93 2 _ /�A 2q 95 957.21 TRC 8" {{{NNN TRC 15" TRB $' _�j58.7g TRB `�/v 2412 TRC 3'56.9 _ 2399 953.30 I 2401 TRB ° TRD 8" 6� 2�47�6, 2475 TRD 8"` ` iia-J(�1P7§55.11 tt4.....JJtg� TRD 8" 2405 \ 1377 306 \ \ 950.21 2.53 \ ��.../// TRD TRC 20" \ \ 1+130 5 0 �- \ 5.10 \ - - - RC 1 ----------- _ r ------- o ---- - - - - - - - - ----------- -RIM=955.29 ��°4%WE-wn9 INV=946.3E /W 13841 INV=946.6 N 955.70 I =9 8 CANNOT REA( RTMTRD INV=944.6 S/E i - - - - I >-->-->------------- - > -_ » >> >> » -- /-INV=947.07 r -t---- » >>-- >> -»-- -- -->' ---------------------- --- 1 >> > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n --------- RIM=956'.19 --- 1349 INV=947 E/W 957.74 LP I N 0 50 100 GRAPHIC SCALE IN FEET LEGEND PROPERTY BOUNDARY LOT LINE --------- EASEMENT LINE SETBACK LINE - - - RIGHT OF WAY LINE - - - - - - - - - EXISTING EASEMENT LINE EXISTING PROPERTY LINE CURB AND GUTTER BITUMINOUS PAVEMENT CONCRETE SIDEWALK O# PROPOSED PARKING COUNT STORMWATER LIMITS - SEE SHEET C-301 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: (0i U'Y1C z Q J LL 0 Z LL 2i Z a - O c� J a_ E Lu U)0 Lu 0 a_ 9 M-00 O z 0 U)z Q a x LLI J U LL Q I ow J z Lu z z O 2 z LL D 00 � U U = CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �o PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AMA DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOZNT vo 0 LICE E X10.: Di PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML [ISSUE DATE: 01/0612020 ISSUE NO.: 1 SHEET TITLE: OVERALL SITE PLAN SHEET NO.: C-101 SITE ANALYSIS TABLE ADDRESS 500 (LOT 1), 510 (LOT 2) CHELSEA ROAD, MONTICELLO, MN 55362 EXISTING ZONING IBC (INDUSTRIAL AND BUSINESS CAMPUS DISTRICT) PROPOSED ZONING PUD PROPOSED USE INDUSTRIAL LOT AREA SUM MARY LOT NUMBER TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) PERVIOUS AREA (AC.) EXISTING LOT 1 10.0 4.13 5.87 PROPOSED LOT 1 10.0 4.32 5.68 EXISTING LOT 2 7.25 0 7.25 PROPOSED LOT 2 7.25 3.52 3.73 BUILDING SUMMARY LOT NUMBER BUILDING FOOTPRINT (SF) GROSS FLOOR AREA (SF) #OF STORIES PRO POSED LOT 1 2,378 SEE NOTE 2 2,378 SEE NOTE 2 1 PROPOSED LOT 2 45,750 45,750 1 GREENSPACE SUMMARY CODE REQUIREMENT PROPOSED LOT 1 PROPOSED LOT 2 IMPERVIOUS AREA (INCL. BLDG.) (SF) 188,513 153,856 PERVIOUS AREA (SF) 246,487 161,954 BUILDING AREA (SF) 2,378 SEE NOTE 2 47,966 PARKING SUMMARY TOTAL PARKING REQUIRED EXISTING PROPOSED PROPOSED LOT 1 23 177 161 PROPOSED LOT 2 23 0 144 ACCESSIBLE PARKING REQUIRED EXISTING PROPOSED PROPOSED LOT 1 6 6 6 PROPOSED LOT 2 5 0 6 SETBACK SUMMARY REQUIRED PROPOSED FRONT 50' 50' REAR 50' 50' SIDE INTERIOR 30' 0' PARKING FRONT/SIDE/REAR 6' 6' PARKING SIDE INTERIOR 6' 0' NOTES: 1. PER ADACODE, 5 ADASTALLSARE REQUIRED. IN ADDITION, 2 ARE BEING REMOVED FROM THE EXISTING SITEANDARE REPLACED. 2.AREAREPORTED ISAREAOF BUILDING EXPANSION, NOT INCLUSIVE OF EXISTING BUILDING AREA 3.ADDITIONAL IMPERVIOUS AREA CONSTRUCTED WITHIN ROW= 5,831 SF 4. THE AMOUNT OF REQUIRED PARKING STALLS IS 8 + 1 PER 2 EMPLOYEES WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: (0i U'Y1C z Q J LL 0 Z LL 2i Z a - O c� J a_ E Lu U)0 Lu 0 a_ 9 M-00 O z 0 U)z Q a x LLI J U LL Q I ow J z Lu z z O 2 z LL D 00 � U U = CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �o PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AMA DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOZNT vo 0 LICE E X10.: Di PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML [ISSUE DATE: 01/0612020 ISSUE NO.: 1 SHEET TITLE: OVERALL SITE PLAN SHEET NO.: C-101 WE Lo 0) 0 O N O N �`� 2221 ( ! 958.65 �,•J TRD 12" \ \ \ coM\ ` oM� \\\ CoM \\\ coM\ \ \ \ \ \ 16 1 1 19 �`'� zzza ( 4958.34 �/ TRD 12" 1099 L X57.72 TRC TRC I �^'� zzzs ( O !960.94 ��..✓✓ TRD 25" � 12229 Z }' TRC 0 _ /V TRC 8" �`-� 2230 S 4962.03 �.•J TRD 25" �J 2233 �, _ �J61.40 {�V TRC 8" 2235 S 4 960.81 `�..J TRD 25" �^'� 2238 (:D e ! 961.30 4��-...../// TRD 25" �`-� 2202 ( 4 962.41 �,./ TRD 25" �^-�z1s7 S o 1961.66 �,.J TRD 20" 4N 1 23 O N 1 Q 2 Q 29 r C 29 2534 �1J 1108 �,_'Js {/V TRCC �`� 1113 ( ^ 41113 / 958.94 TRD �`-� 1138 C 4961.48 J TRD 1&0 24 11 61.86 X E 9 175 75 2NV FE 1172 961.95 GM 1173 ® 962.19 ET \ 3 Q 4 •• R c \ � c\ 7 1 I_955.61 \ 20 \ 01A. c 2 \� NV=949.8 N \ 7 cC \� \ INV=949.8S 19 V�4R8.62 I \ \ \ \ \ G -955.94 098 17 \ \ oo G F cEiw r. M\ F\\ 0 \ \ \\\ � G \ \ CoM vF \\ \ 1 R72' I \\\\ G &F `� 3 I 8 O \ \ \ \ \s�'S'��,, F\a \ I R48'cn coM �F \ "CD 12 -t�� C� F OF w ,10�74�, 1073 •6'J M�� (� �� y0956.94 3 C4 \ HY C.I w C041 01 I �S \ 9' (V 7.00 RIM=956.97 11 12 c=939.9 E oM\ C/G 2 36 INV= 7W 0 5 \ \ \ \ �Y�j18 79 20' 114 I coM G \ cCl Z }9cl RCI 0 _ Y""\ 9 TRD Q V\ 4 �~ 24' coM 15z5c 4 9 12 24' 8 1 \ � 20 9,� �o cli 20 O 16 18 \R�Oo.s- \ \ O I \ 3 rnN o 22 I I 1082961.40 \ TRID �.`1• R� 9 136 ° ( ) I W 6j 4 12 x.80 �i/ O Q N 64 N 1081 961.83 21 9' I TRID a° I Q a O N D 12 I 59. 7 TRC I I � 114.95' PROPOSED LINK; W ROPOS D LINK LOT 1 ; M LO 2 0 2,377 SF �' 2,21 SF 1201 I1 961.82-1FIFE: 962.2 FFE: 162.2 FE 2513 X 962.12 FE O \ 11 10 \ 11 10 \ 11 10 Q Q 4 13 13 14 14 14 LLO 9' 14 �--7 PROPOSED BUILDING 45,750 SF FIFE: 962.2 COMMERCE 13 14 LOT 10 7) (N co CEN TEI 14 5 15 MATCH LINE SEE SHEET C-103 N 12 c 23 140.57' 130' 3 30' - R5 I cl% 00 00 ti ��j 1123 Z ' TRC 7 �/V TRC _ N 0 20 40 GRAPHIC SCALE IN FEET LEGEND PROPERTY BOUNDARY LOT LINE --------- EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE - - - - - - - - - EXISTING EASEMENT LINE EXISTING PROPERTY LINE CURB AND GUTTER BITUMINOUS PAVEMENT CONCRETE SIDEWALK O# PROPOSED PARKING COUNT STORMWATER LIMITS - SEE SHEET C-301 NOTES 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2. SEE SHEET C-601 FOR PAVING PLAN. KEYNOTES 0 1. MATCH EXISTING 2. CONCRETE PAVEMENT (TYP.) - SEE SHEET C-601 3. BITUMINOUS PAVEMENT (TYP.) - SEE SHEET C-601 4. CONCRETE APRON - SEE DETAIL PLATE 5008/C-801 5. BITUMINOUS PAVED GRADE BREAK - SEE SHEETS C-303 AND C-601 6. ADA CURB RAMP - SEE SHEET C-301 FOR DETAILED GRADING 7. ADA CURB RAMP IN PUBLIC ROW - SEE DETAIL STANDARD PLAN 5-297.250/C-803 AND SHEET C-301 FOR DETAILED GRADING 8. CURB CUT - SEE DETAIL 10/C-802 AND SHEET C-301 FOR DETAILED GRADING 9. ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 7/C-801 AND 1,2,3/C-802 10. VAN ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 7/C-801 AND 1,2,3/C-802 11. ADA AISLE - SEE DETAIL 6/C-801 12. PAINT STRIPE (TYP.) - SEE DETAIL 4/C-802 13. BOLLARD - SEE DETAIL 1/C-802 14. DOOR LOCATIONS/STRUCTURAL STOOP/STAIRS WITH LANDING - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 15. BUILDING DOCK DOOR - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 16. PROPERTY LINE 17. BUILDING SETBACK LINE 18. PAVEMENT SETBACK LINE 19. EXISTING DRAINAGE AND UTILITY EASEMENT LINE 20. STOP SIGN - SEE DETAILS 2,3,11/C-802 21. FLAG POLE - SEE ARCHITECTURAL/STRUCTURAL PLANS 22. APPROXIMATE PROPOSED FUTURE EXPANSION LINE 23. 20' CURBLINE TRANSITION TO MATCH EXISTING FLOWLINES AND DRIVE AISLE WIDTH 24. RAISE VALVE BOX AS NEEDED TO MATCH FINISHED GRADE 25. INFILTRATION BASIN - SEE SHEET C-301 FOR DETAILS 26. ADA STALL WITH SIGN - SEE DETAILS 7/C-801 AND 2,3,11/C-802 27. VAN ADA STALL WITH SIGN - SEE DETAILS 7/C-801 AND 2,3,11/C-802 28. REINSTALL SIGN "CENTER LANE ONLY" - COORDINATE WITH CITY FOR EXACT LOCATION 29. REINSTALL ADA/ADA VAN SIGN WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: z Q 0. z G 0 0 O zU)-j LjjO '^ � J Z v w Z Z 0. 9 2 - X ~ Z} � Z WD 2 � o° aJ(D � U � U. Lu J U Lu O of Z Q J W co z W z a O O J d � W U � w 0 o 0 CV LLI O � CV p o 0 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �O PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT VO O LICE 0.: DA*: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL ISSUE NO.: 1 COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR SHEET TITLE: THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED ENLARGED SITE PLAN NE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651-454-0002 C � 10 2 TOLL FREE 1-800-252-1166 WE 04 I 114.95' PROPOSED LINK; = ROPOS D LINK LOT 1 ; M LO 2 0 23377 SF i y 2721 SF 201 I1 FE 2513 FFE: 962.2 FFE: 62.2 x 9 62.1 2 FE 1 54.44' 1 MATCH LINE SEE SHEET C-102 ELLO C ERCE CTDcN\" 14 °a 2 15 a a da a a ° 4 ° PROPOSED BUILDING 15 Z� 4 d d 14 45,750 SF a 4 FFE: 962.2° a 'AV ° znQ 15 a � a 4 4 4 15 ° 4 162.1' a 14 14 O'mm O IIIM�N�RI R5, 30' - I O I I I I I I I I I I I I I I I I I I I I I I I I o 1377 21 TRD 1 \ 1 17 ��Jj 1375 ��JJ 1376 \ \ \ I 1 1 25 1 I Z,_j9R00O2 Z,_�BROC.10 - - - - - - -----� L_---- � 1 ----------- ;7--F 4AI�-----AND I�ITY 19 EAS EDIT / 18 - 16 I i I ------------- /----------- N88042'53"E 360.09 ---------------------------------------------- ---- 18 r f..)1384 ^ I _ 1 I I l is I k N 0 20 40 GRAPHIC SCALE IN FEET LEGEND PROPERTY BOUNDARY LOT LINE --------- EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE - - - - - - - - - EXISTING EASEMENT LINE EXISTING PROPERTY LINE CURB AND GUTTER BITUMINOUS PAVEMENT CONCRETE SIDEWALK OPROPOSED PARKING COUNT STORMWATER LIMITS - SEE SHEET C-301 NOTES 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2. SEE SHEET C-601 FOR PAVING PLAN. KEYNOTES 0 1. MATCH EXISTING 2. CONCRETE PAVEMENT (TYP.) - SEE SHEET C-601 3. BITUMINOUS PAVEMENT (TYP.) - SEE SHEET C-601 4. CONCRETE APRON - SEE DETAIL PLATE 5008/C-801 5. BITUMINOUS PAVED GRADE BREAK - SEE SHEETS C-303 AND C-601 6. ADA CURB RAMP - SEE SHEET C-301 FOR DETAILED GRADING 7. ADA CURB RAMP IN PUBLIC ROW - SEE DETAIL STANDARD PLAN 5-297.250/C-803 AND SHEET C-301 FOR DETAILED GRADING 8. CURB CUT - SEE DETAIL 10/C-802 AND SHEET C-301 FOR DETAILED GRADING 9. ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 7/C-801 AND 1,2,3/C-802 10. VAN ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 7/C-801 AND 1,2,3/C-802 11. ADA AISLE - SEE DETAIL 6/C-801 12. PAINT STRIPE (TYP.) - SEE DETAIL 4/C-802 13. BOLLARD - SEE DETAIL 1/C-802 14. DOOR LOCATIONS/STRUCTURAL STOOP/STAIRS WITH LANDING - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 15. BUILDING DOCK DOOR - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 16. PROPERTY LINE 17. BUILDING SETBACK LINE 18. PAVEMENT SETBACK LINE 19. EXISTING DRAINAGE AND UTILITY EASEMENT LINE 20. STOP SIGN - SEE DETAILS 2,3,11/C-802 21. FLAG POLE - SEE ARCHITECTURAL/STRUCTURAL PLANS 22. APPROXIMATE PROPOSED FUTURE EXPANSION LINE 23. 20' CURBLINE TRANSITION TO MATCH EXISTING FLOWLINES AND DRIVE AISLE WIDTH 24. RAISE VALVE BOX AS NEEDED TO MATCH FINISHED GRADE 25. INFILTRATION BASIN - SEE SHEET C-301 FOR DETAILS 26. ADA STALL WITH SIGN - SEE DETAILS 7/C-801 AND 2,3,11/C-802 27. VAN ADA STALL WITH SIGN - SEE DETAILS 7/C-801 AND 2,3,11/C-802 28. REINSTALL SIGN "CENTER LANE ONLY" - COORDINATE WITH CITY FOR EXACT LOCATION 29. REINSTALL ADA/ADA VAN SIGN 17 17^ ,Ak WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: ( oj tm z Q � z G 0 O ZU)O '^ � J Z v w Z Z 0.92 - X Z} Z LLI �_ LL 2 � ° � U � LL Lu J U w O z Q J LZ W C7 H In H Z W Z � Lu O O J d W U Cl U) 0 0 a_ 0 N Lj O ~ N Q � O 0 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �O PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT VO O LIC E�O.: DA�yE: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML WARNING: ISSUE DATE: 01/06/2020 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL ISSUE NO.: 1 COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR SHEET TITLE: THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED ENLARGED SITE PLAN SE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651-454-0002 C-1 0 3 TOLL FREE 1-800-252-1166 16, MATCH LINE SEE SHEET C-105 v V V ' V >- z TRB S 953.30 w V_ _ _ _ _ _ _ _ _ _ _ - - TRD 8„ _ _ � - - 2395 2396 2390 2391 2394 55.78 955.86 56.10 956.02 _ � � _ �`� 2399 (a �'�'56a _ `.•J 2401 SEE SHEET C-601 FOR PAVING PLAN. J 956.80 TRD 12" TRC 12" ��// TRD 12" TRC 12" TRD 8" _ � 957.66 2476 - TRD 12" z _ ��...✓✓//_TRD 15" 9476 2475 V` TRB 955.11 TRD 8" 1. 2. MATCH EXISTING CONCRETE PAVEMENT (TYP.) - SEE SHEET C-601 O co V ` 0 3. 4. BITUMINOUS PAVEMENT (TYP.) - SEE SHEET C-601 CONCRETE APRON - SEE DETAIL PLATE 5008/C-801 Z 0 0 W 5. 6. BITUMINOUS PAVED GRADE BREAK - SEE SHEETS C-303 AND C-601 ADA CURB RAMP - SEE SHEET C-301 FOR DETAILED GRADINGW J z 2405 953.36 \ \ \ V z (D1377 \ \ { 950.21 �../ ADA CURB RAMP IN PUBLIC ROW - SEE DETAIL STANDARD PLAN 5-297.250/C-803 AND SHEET C-301 cl 406 \ \ TRD FOR DETAILED GRADING z 52.53 \ G 8. CURB CUT - SEE DETAIL 10/C-802 AND SHEET C-301 FOR DETAILED GRADING TRC 20" \ \ "�-INV=947.55 9. 10. ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 7/C-801 AND 1,2,3/C-802 VAN ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 7/C-801 AND 1,2,3/C-802 \ \ z ui O z 75; G 11. ADA AISLE - SEE DETAIL 6/C-801 D 12. PAINT STRIPE (TYP.) - SEE DETAIL 4/C-802 0 O 0 13. BOLLARD - SEE DETAIL 1/C-802 \ C) 14. DOOR LOCATIONS/STRUCTURAL STOOP/STAIRS WITH LANDING - SEE \ ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 1375 1376 �,_ 1375 2 376 \ 15. BUILDING DOCK DOOR - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE \ �/V TRC TRC \ , 0 20 40 GRAPHIC SCALE IN FEET LEGEND PROPERTY BOUNDARY LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE CURB AND GUTTER BITUMINOUS PAVEMENT CONCRETE SIDEWALK PROPOSED PARKING COUNT STORMWATER LIMITS - SEE SHEET C-301 IV IV^ ,Ak WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: (0i tm NOTES >- z 1 SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2. SEE SHEET C-601 FOR PAVING PLAN. 0. z KEYNOTES 0 20 1. 2. MATCH EXISTING CONCRETE PAVEMENT (TYP.) - SEE SHEET C-601 O co 0 3. 4. BITUMINOUS PAVEMENT (TYP.) - SEE SHEET C-601 CONCRETE APRON - SEE DETAIL PLATE 5008/C-801 Z 0 0 W 5. 6. BITUMINOUS PAVED GRADE BREAK - SEE SHEETS C-303 AND C-601 ADA CURB RAMP - SEE SHEET C-301 FOR DETAILED GRADINGW J z z 7. ADA CURB RAMP IN PUBLIC ROW - SEE DETAIL STANDARD PLAN 5-297.250/C-803 AND SHEET C-301 cl C C FOR DETAILED GRADING z F- G 8. CURB CUT - SEE DETAIL 10/C-802 AND SHEET C-301 FOR DETAILED GRADING Xz 9. 10. ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 7/C-801 AND 1,2,3/C-802 VAN ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 7/C-801 AND 1,2,3/C-802 z ui O z 75; G 11. ADA AISLE - SEE DETAIL 6/C-801 D 12. PAINT STRIPE (TYP.) - SEE DETAIL 4/C-802 0 O 0 13. BOLLARD - SEE DETAIL 1/C-802 C) 14. DOOR LOCATIONS/STRUCTURAL STOOP/STAIRS WITH LANDING - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 15. BUILDING DOCK DOOR - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE J U LOCATION 16. 17. PROPERTY LINE BUILDING SETBACK LINE U 18. 19. PAVEMENT SETBACK LINE EXISTING DRAINAGE AND UTILITY EASEMENT LINE 20. STOP SIGN - SEE DETAILS 2,3,11/C-802 H 21. FLAG POLE - SEE ARCHITECTURAL/STRUCTURAL PLANS 22. APPROXIMATE PROPOSED FUTURE EXPANSION LINE 23. 20' CURBLINE TRANSITION TO MATCH EXISTING FLOWLINES AND DRIVE AISLE WIDTH Lu 24. RAISE VALVE BOX AS NEEDED TO MATCH FINISHED GRADE J 25. INFILTRATION BASIN - SEE SHEET C-301 FOR DETAILS 26. ADA STALL WITH SIGN - SEE DETAILS 7/C-801 AND 2,3,11/C-802 U Lu 27. VAN ADA STALL WITH SIGN - SEE DETAILS 7/C-801 AND 2,3,11/C-802 O 28. REINSTALL SIGN "CENTER LANE ONLY" - COORDINATE WITH CITY FOR EXACT LOCATION a 29. REINSTALL ADA/ADA VAN SIGN 0 z Lu U) WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 z Q J W U) H Z W Z � O O J W d W W 0 0 a_ N Q C O O CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �O PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINN ESO VO O LIC E�O.: DA�yE: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP I JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: SHEET TITLE: ENLARGED SITE PLAN SW SHEET NO.: C-1 04 Q 00 G\ o � CD \ C0M N O N 2017 6°' 1P 4.49)18 Vp 954` PED 1 �\ \ 14 953. T �\�0 2 cc \ 953.54 \ �\ LP cC\ Fes\ 2 �\ c 16 \ \C0M F \ G U \� \\\pp,>' F\ G v k \ k k 2263 955.E SGT 4 cc\ cc �\ 1 26 53 953.66 \ T �\226 54 c�\ ` X954.39 073 �\ SGT 953.22 cc d 20 OF \ c \v- c\ \ ^ 2272 \ (JF 24 \ � \ vF \ ,0,41\\� G cC \ \ �RIM=9543 \ F\` Q \ 2 \ �\ INV=948.6 S \ , " \ G CC\ \ INV=948.5 N \\ �F\cpM\ �\ \M�C1 COM4 pO41 I; c \ \ COM \\ RIM=954.40 \ CpM NV=948.1 E 954.a� 77 \ V=948.1 NT�l�l 5�1 =9 8 E co ` IN - 1 SE Q c INV= 6 W \ M CANNOT SEE < 1 INV -938. O O\ CN \ \\cC \ \ \ INV=950.3 RIM \ \ \ 0p4f C04 \ \\ 2 \ \ OM cpM \ \\ CpM OF 2221 \ \ \ \ 958.65 \ \ CpM ZA �. TRD 12" \ \ 16 1 18 2224 19 ( 1958.34 �.•/ TRD 12" 1099 lAl57.72 ��///VVV TRC �2228 S D960.94 TRD 25" I MATCH LINE SEE SHEET C-104 0 20 40 GRAPHIC SCALE IN FEET LEGEND NOTES PROPERTY BOUNDARY LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE CURB AND GUTTER BITUMINOUS PAVEMENT CONCRETE SIDEWALK PROPOSED PARKING COUNT STORMWATER LIMITS - SEE SHEET C-301 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2. SEE SHEET C-601 FOR PAVING PLAN. KEYNOTES O 1. MATCH EXISTING 2. CONCRETE PAVEMENT (TYP.) - SEE SHEET C-601 3. BITUMINOUS PAVEMENT (TYP.) - SEE SHEET C-601 4. CONCRETE APRON - SEE DETAIL PLATE 5008/C-801 5. BITUMINOUS PAVED GRADE BREAK - SEE SHEETS C-303 AND C-601 6. ADA CURB RAMP - SEE SHEET C-301 FOR DETAILED GRADING 7. ADA CURB RAMP IN PUBLIC ROW - SEE DETAIL STANDARD PLAN 5-297.250/C-803 AND SHEET C-301 FOR DETAILED GRADING 8. CURB CUT - SEE DETAIL 10/C-802 AND SHEET C-301 FOR DETAILED GRADING 9. ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 7/C-801 AND 1,2,3/C-802 10. VAN ADA STALL WITH SIGN ON BOLLARD - SEE DETAILS 7/C-801 AND 1,2,3/C-802 11. ADA AISLE - SEE DETAIL 6/C-801 12. PAINT STRIPE (TYP.) - SEE DETAIL 4/C-802 13. BOLLARD - SEE DETAIL 1/C-802 14. DOOR LOCATIONS/STRUCTURAL STOOP/STAIRS WITH LANDING - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 15. BUILDING DOCK DOOR - SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL AND PRECISE LOCATION 16. PROPERTY LINE 17. BUILDING SETBACK LINE 18. PAVEMENT SETBACK LINE 19. EXISTING DRAINAGE AND UTILITY EASEMENT LINE 20. STOP SIGN - SEE DETAILS 2,3,11/C-802 21. FLAG POLE - SEE ARCHITECTURAL/STRUCTURAL PLANS 22. APPROXIMATE PROPOSED FUTURE EXPANSION LINE 23. 20' CURBLINE TRANSITION TO MATCH EXISTING FLOWLINES AND DRIVE AISLE WIDTH 24. RAISE VALVE BOX AS NEEDED TO MATCH FINISHED GRADE 25. INFILTRATION BASIN - SEE SHEET C-301 FOR DETAILS 26. ADA STALL WITH SIGN - SEE DETAILS 7/C-801 AND 2,3,11/C-802 27. VAN ADA STALL WITH SIGN - SEE DETAILS 7/C-801 AND 2,3,11/C-802 28. REINSTALL SIGN "CENTER LANE ONLY" - COORDINATE WITH CITY FOR EXACT LOCATION 29. REINSTALL ADA/ADA VAN SIGN WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 IV IV^ Ak WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM CLIENT: Lu J U Lu O a O z Lu 07 Z O F- 0- U) - 0 - vi Lu 0 W Q C) 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM (0i tm z Q 0 U cD z z Q J n Lu C7 Q H 07 H Z Lu O J Lu Lu 0 0 CV 0 CV O O z 0 (1)z Q a x LLI J U Q CERTIFICATION: 0 OW J z Lu z _U z 0 75;z LL D 00 � U U = I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �O PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT VO O LIC E�O.: DA*: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: ENLARGED SITE PLAN NW SHEET NO.: C-1 05 \ \ � 2314 \ 20 I \ \ � 2310 � I I 8 � � =__ z \ 55.81 ® 5 SGT \ \\<7. =954.03 \ INV- 48.6 S \ \ \ INV=948. M=954. ryk 305 8 --9 .1 N 4 RIM=95 \ \ \\ \ v INV=9738.6 E \ \ ^ 221 �, � W ♦ � \ \ � \ \ \ � y /sa s ♦ 2 \ \ \ \ II/ TR \ --I C 1�c I1 W 41 ?\ \ \ ( 1099 \\ RIM= 61 \ 1 57.72 \ W C INV=949. 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IV IV � I 1 z I \ J• J• J• IW W 1(J��JW I / I I V IF I/\ H IADL) TI I I FE7 O BLOCK 1 �I " OSI ELLO COMMERCE CENTER � L" � 962.98 _ N o rn o0 3 I I I Irn rn rn a' c9 I Q s Q I / PROPOSED LIN w ROPOS D LINK I Q 10 LOT 1 I LO 2 I I I I � >�59.65 v+ I \ 1201 2,377 SF 2,218 SF \ I 961.8E FFE:962.2 I FIFE: 62.2 I I I I- I II{ _ LOT 1 I I 7 I 41 41 Ld I I I \ W W w w w W I I 1215 I 777 , W W W W W W f 961.24 'Y" TRD / I/ 1 W I W VV 3 I I U SII - I 41 41 W�W W'k 4,W�W�W�W� 41 8� III \ W W W W W W W W W I I I \ O W W 4 Y W WL W W W W W W W W W L WLL W W \ I III \J I W WI I �s IV 41 I 347 1 - / I u• u• w w w w u• w w w w u• u• w w w w w + + w w I O I I 56.80 / I I I I w w w W w w w I I J ' I /iRD 8" W W W W W W W W W W W W W W W W W W W W W W W w W / - RIM -955'_ INV=948.6 w w w w w w w w wt 4,w w w w w w w w w w w w w w w w 4, w w w w w u• 4 � 9S6 �. . �. �. �. . � � O 6 8 I I 7 g5� I yI y y y i :�i D 5"Y , 957 I W VW W W W W W VVW W W W W VW W W W W I �J111� _ IV *1 I I y 9 .0 .. /FRC 20" / A O„ \ \> 2 29,i�f2' ��- .:.r I W W I W V� V� W W W W W V� V� W W W W W V� V� W W I I F \ \ ,( 2389 4 Z!� 542 �XV^VvL/ �4TR 11 95 B ( /00 8" ' W I \956 w .i• .i• .i. .i, y. 7 692 3 24 2 RC 8 RC 15" B 58 73 2412TR T5,C95 .9 �y/ w w2399 401� RID 956 3 /I I r1IL 1_TRT D RC 1TRD Rft" \ \ r\/ \ I - 2405 ' \ 3 X106 \ 1 I _ I � VV= 47.55RC 20" \ \ xx _ R � W W VV VV I W W W W V� W W W W W V� W L_ 0 51 T TRC, 7 I y y 5 W W W W W W W W W W W W W W W W W IV D f moi-- - �\ R�A�865.2&- T7\ 1r4f�3- Ems- - / �' INV=946.3 E/W 1384 1 1 ` INy�� ,6 t_ 955.70 \ ` 1 =9 8 CANNOT REA( I \ 1 1111 TRD I / ------ INV=944.6S/E - >8- >' S4N/ i --i------- ;; -5+�RGT » _ I\ N =4.0 r fi--- - P » »-------------- _-----------------J�---- - - - \ fi - ------------------ � - -�-- - _ A - \ RIM=9, \ I L. 1349 I INV=9 , I =/W 957.74 LP N 0 50 100 GRAPHIC SCALE IN FEET LEGEND 901 - - 900 - - I- 0 yY� wVV x 901 900 (o) NOTES PROPERTY BOUNDARY LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING SANITARY MANHOLE EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET EXISTING FLARED END SECTION EXISTING HYDRANT EXISTING WATER VALVE PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR GRADING LIMITS CONSTRUCTION LIMITS STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE STORM CATCH BASIN FLARED END SECTION SANITARY MANHOLE HYDRANT GATE VALVE ROCK CONSTRUCTION EXIT EROSION CONTROL BLANKET SEED/SOD - SEE SHEET L-101 RIPRAP SILT FENCE INLET PROTECTION TREE PROTECTION 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2. CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECT DOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF. 3. CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROM PROPERTY LINE FOR CLARITY, WHEN APPLICABLE. 4. SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FOR TREE PROTECTION. DO NOT COMPACT WITHIN TREE DRIPLINE. 5. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL SLOPES 4:1 AND STEEPER UPON COMPLETION OF GRADING. KEYNOTES 1. SILT FENCE (TYP.) - SEE DETAIL 6/C-802 2. CONSTRUCTION EXIT (TYP.) - SEE DETAIL 5/C-802, NOTE 2 3. INLET PROTECTION - SEE DETAIL PLATE 6004/C-802 4. TREE PROTECTION - SEE NOTE 4 THIS SHEET 5. RIPRAP AT FES - SEE DETAIL PLATE 4009/C-804 6. RIPRAP 7. EROSION CONTROL BLANKET - SEE DETAILS 9/C-802 AND 6/C-804 8. SEED/SOD (TYP.) - SEE SHEET L-101 17 17^ 'Ak WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM CLIENT: Lu J U Lu O a O z Lu U) U) WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 n r 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM (0i U'Y1C z Q J 0 - Lu C7 U) z Ll! O J W LL Cl CV CV Q0 z 0 (1)z Q a x LLI J U LL Q Q I` 0 OW J z Lu z _U z 0 2iz LL D 00 � U V CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA \Q PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT� VO O LIC E�O.: DAD�y PROJECT . 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: FINAL STABILIZATION PLAN SHEET NO.: C-201 z Q J n (D z_ 0 Q Q' 0 M U F - w Lu (n z Q n M Q U i z L7 Lu 0 L� U N O C) 0 U m U i Q a� Q 0 00 m 00 -� I 2010 \ 953.20 \ \ \ \ \ \ 31 20 ` \ \ \ �� r 47 -FOSS\ \ \ \ \ \ \ \ 1 \ \'NN INN 2310 \ \ \ \ \ \ 2264 66 T 953.22 C\ \ 296 2279 55.81 5 \ I \ \ SGT Q0 H \ \ \ 0\ \ \ \ ` =954. INV- 48.6 S \ I I I \ N- ` \ C � \ / INV=948. \ \ \ \ I' �/ 1 1�956,\ OM \ RIM=954. `�� 305 / .95 =948.1 E �5 RIM -95 \ N d I ANN 1 O `G''� CC(J l Nth E \ \ X959 \\ C _ 54.00 C � \� \\\�9,11-� c°M \ \\ I \mac 955 ff \ \ \ \ 5865�� \ \ '-Q c\ \ \ - \ I I I \ I \\� c (D\ 2& \ ^Si \VI• EOF-55.45 - / \ TR32" V �•�"59'" \ \ \\� NI49 - 4 V949.8 TRC S \ I 1 J 22 8 / 9GJBI \ ozs 1119 9SS 9579F� 0.30 959 _ k V / RIM -95 C 8" -9 T - 96('961 \ '41i C • !96 . S(3 c9 CC INV- .2 SE �J \ \ I 61 40 �sCQ 1108 TR.! gI \ I �57.85 958 co \ / 107®73 \ 961 OM94 -1 C Y\ 1 1 •..J 1113 I I Lo RIM 1.9 N 10 \ V, 38 I ( TRD94 I O�'> INV --951.9 NW OCC 36 / RIM -95939 .9 E \ I l �L ` Lo o_ \ �% V; 7 W I / 9Rl1.30 \ I I m \ 1Rq 25" I 909 9$7 \ .0s i� \ 11 ..�xzQz) \ I � � I (� � 960 Lc) o�9 D I / 966 EO`Fn57.65 \ EOF=59.72 w 9 C�\\ \ I � ' 2197 1'96 OJ -_ EOF=57.87 � 9 , � RIM -9 26 61.66 FES 111 958��j S\ INV=951.6 RD 20" l 9 co C ?� Q INV=9 If'$i5l 75 9 \ C\ ry INV=950.5 W\ \ \ tj9 C NV= CANNOT REACH N I / ) CBMH 108 CBMH 105 169Ep I EOF-58.55 EOF=57.65 \ \ \ \� 9_606/ �1 I 9s8 CBMH 107 �� \ \� \ZINV=9�533N-� `sem C959 8 I 96� 96, g6, I T \\ INV=953.4E 1-1 � l O I �TRD8 960 1122 \\ I RC1 961 - / 960 I STMH 10996, 9 I r1`,, 11,,123 \ \` ✓ ` TRC' \ I I n I I I I 96 \ '9 EOF=59.26 I i - ' 86 I EOF=60.70 LAJ 1174 ROOF DRAIN 1 I I 1 \ - 962.45 95 1 -FE m 1173\ II I �1 ET cv RIM=9514 I \ INV=950.4 \ I I I / PROPOSED BUILDING 05a I I \ 45,750 SF ROOF DRAIN 2 I 1 � I I / I I v \ eco \gyp B110 / FFE: 962.2 - \ v Lor 1 Lor 2 �STMH 104 I I I X96, II V I I C 951 \j I X H A D TI I I I 1187 1 118.98 O BLOCK 1 I II v \ 00o I C COMMERCE CENTEf CBMH 103 ' FE F= O TI ELL cjROOF DRAIN 3 0o rn rn �. u Lo I PRQPCIS �J NKI ROPOS D LINK \ c9s I I 1. I �' \ \LOT 1 I LO 2 I I I I �>359.65 / v+ 1201 2, 77 S I 2,218 SF I I = I \ 961.8E ss1 €L�ki 4 FFE: 62.2 LOT 1 � EOF=57.24 II I V ROOF DRAIN 4 I I I � Ld (\ - I (ONI II 1 121 5 U / 957 11 TRID II I I I I I I I CBMH 102 J I I I I I II III EOF=57.08 1 II Iv- I III I I I w I N' ° 'I I I I 954 9 I 96 D 56. 1 / I I ' I III I 909 J I I I I V TRD 8" I I I I I I I I J v it Ld RIM=955\ 959 --- 960 III I EOF=55.78 I NV=948.76 / - 958 I I I z II I ° I - II I V 244 9R6D36.' \ T6 _ _ _ 9$,- / FES11 v I I 56. 2437 9 V �" 58 56.9 �' "�g53.94 Sts 959.04 T 0 TRC 20" �/ \/r .../ 2 24@L .1-10 4232426_B47 2\ 52.8 I I I 01 �. / TRC 15" f RBS 21V4, TR 2 T 621 TRC 8" 58.78 J n ) i 3„ 2112 / FES 119 I I I \ 9399 �95766 5 53.3 WSJ 5.86 TRD \ - �- - - T ftC 1 O 4R536 �gp 8� ✓ 2 6 o 5.1 �9$ i' (/////1377 9 S8 955 B 113950.21 STMH TM H 10 \ TRD 954- \ _ f y�� 952=91V=B47.5� LO R T M H 117\• .� 1 1376- I I I \ N c9 \-- ---- ------ �\ 0 50.10 OCs 1 FES 100 - - \ \ II 111 I \ \ \ \ \ I �\ �,o FES 114 - -963 950=951_952- - T I \ \ \\ \ �� -953954=955-956- 957 _ \ �\ FES 116 rn ---- + --- _ --INV=94 - 1-- -�- - - - - �` --- -� \ -�! �(W \\ r:..•:: _ J�� INV946.3 E/1N 1384 I- - / INy ) .6 N- \ d. d' S• 955.70 1 \ =9 8 I - - - - E - - - - - - - - - - - - - - - - CANNOT RFA( ITRD i / INV=944.6 S/E > 8- �> - i i >> >> >> 6 1 _ _ » » _ _ _ _ _ _ _ _ » » _ _ _ _ I \ 1 N=4.07 r " ��y1=RCP »» --»-- ��- - - - - - - _ ----------------J�---- �� \ -I - ------ - -� A RIM=956 9� 1 1349 \ INV=9 7 E/W ) 957.74 ` N 0 50 100 GRAPHIC SCALE IN FEET LEGEND 901 - 900 - - I- a wv m 901 900 FL=9XX.XX FG=9XX.XX ME=9XX.XX SW=9XX.XX EP=9XX.XX EOF=9XX.XX TC=9XX.XX HP=9XX.XX LP=9XX.XX RIM=9XX.XX TNH=9XX.XX 1.00% 0 NOTES PROPERTY BOUNDARY LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE SECTION LINE QUARTER LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING SANITARY MANHOLE EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET EXISTING FLARED END SECTION EXISTING HYDRANT EXISTING WATER VALVE PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR GRADING LIMITS FLOW LINE ELEVATION FINISHED GRADE ELEVATION MATCH EXISTING ELEVATION SIDEWALK ELEVATION PAVEMENT ELEVATION EMERGENCY OVERFLOW ELEVATION TOP OF CURB ELEVATION HIGH POINT SPOT ELEVATION LOW POINT SPOT ELEVATION STRUCTURE RIM SPOT ELEVATION TOP NUT HYDRANT SPOT ELEVATION SURFACE GRADE & FLOW DIRECTION SURFACE SLOPE (H:V) & FLOW DIRECTION STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE STORM CATCH BASIN FLARED END SECTION SANITARY MANHOLE HYDRANT GATE VALVE 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. KEYNOTES 1. INFILTRATION BASIN A 2. FOREBAY A STORMWATER BMP SUMMARY TABLE STORMWATER BMP BOTTOM NWL HWL RIM EOF INFILTRATION BASIN A 950.0 950.0 954.50 956.0 955.5 FOREBAY A 949.0 949.0 954.50 956.0 955.5 V ^4k V WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM CLIENT: Lu J F- F- U W O O z Lu U) U) Z O O a_ WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 W Q 0 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM (0i U'Y1C z Q J Lu 0 LO Z W 2i a O J W W 0 0 a 0 C14 0 CV 00O 0 z 0 U)z Q a x LLI J U LL Q OW J z W z U_ I - z 0 2 z LL D 00 � U U = CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA \o PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AMA DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOZNT vo LICE ENO.: DiE: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: OVERALL GRADING PLAN SHEET NO.: C-301 2 1 1 1 \ \ I I 953. \ \ \ \ 953.20 \ \ \ 31 20 \ \ \ \ 7 \ \ \ \ \ \ G\\� 23166 2264 953.22 C\ zzF c � s\ zz7\�\� 55.81 5 I \ \SGT Fi \ \ \ I \4.0�INV- 48.6 S \ INV=948. \ \ \ RIM -954 305 =948.1 E N RIM -95 . 1 _Z.6 E CANN If INV= N t� 0 _ 54.00 � / I 21 2 8.65 D 12" I \?c�p \ \ TR \ 342" / 61 109\9 q59 72T \ \ C\� \ / NIM 49. 949.8 S 228 v I SRC I \\ �\9 b.30 I / L RIM=95 . -949.2 . 96 C 8" \ T ryaV O 9 c INV- z sEE/ WYE CONNECTION I I I I I 1 40 1157 85 I S \ VERIFY LOCATION, SIZE, MATERIAL, AND ELEVATION PRIOR TO CONSTRUCTION T61 I \ T �F cc L EX. 8" INV IN=939.55 (SE) c�'PR. TOP OF RISER ELEVATION 8" INV IN=942.46 (SW) \ I I 1113 9S6 EX. 8" INV OUT=939.55 (NW) 1 RIM=955.6 958.94 INV -951.9 NW - - V�yy�y ' -'-i 9.. " " " \ i I l X38 TRD I o o77.-- 3 T V=939.9 E WET TAP EXISTING 24 WM WITH 24 x10 TEE 9 1.30 l 1 �O z zl I/ \ I \ �F X10 GV 1 \ RED 2" I \ w 9 \\� \ 232 LF OF 8 PVC @ 2.00%00 I I ' 2197 11 - �� /� 5 3 C `\ RIM=957.26 1 ° 61.66 I l L CAP \ , INV=951.6 CONNECT TO EXISTING WM AT EXISTING VALVE I 9S , / \� e , INv=slr�3x.75 „ INV=952.8 VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION I 6 1 i DIP WM c\ ti� INV= CAN OT 1 PROVIDE REDUCER AS NEEDED10. I NV= CANNOT REACH N ' I ` COORDINATE FINAL DESIGN WITH ENGINEER 1.a1\\ \I s 13s 450 BEND SSMH 1 '96'0 I \ �� '�Rm�s\V l I � 959.8 RIM=961.39 22.5° BEND I INV=953.3N-� / 6'O I �\ INV=953.4 E `. 8" INV IN=947.20 (S) 9 - I 961.8\ TRD / 6" HYDRANT 8" INV OUT=947.10 (NE) I (DTRD I \ 10" DIP WM /6„ GV --- 1122 s9 RC 1 \ 10"x6" TEE x �6'O I \ \ \ I \ 10 x6 TEE 6� I I TRC \ \ I 10" GV 10"x10" TEE 61.47 \ \ 1 I 45° BEND 40 LF OF 8" PVC 2.00% I I I I 1 \ I I \ ( I .T@..T T. 6GV 10 GV \ 5 _ 1� I � 1174 A sz 8s I I BLDG CONNECTION 6" DIP WM SERVICE I _ - 962 FE M M�9� 8" INV OUT=948.00 (N) 10" GV SEE MEP PLANS FOR CONTINUATION I 1 \ I I I ® 96231 I SEE MEP PLANS FOR CONTINUATION VERIFY LOCATION AND ELEVATION I \ I ET VERIFY LOCATION AND ELEVATION 10" DIP WM SERVICE SEE MEP PLANS FOR CONTINUATION I I I VERIFY LOCATION AND ELEVATION RIM=9514 INV=950.4 \ I I PROPOSED BUILDING \ 45,750 SF , ,10"x6" TEE I \ / FIFE: 962.2 , 6" HYDRANT I I � I \ LOT 1 l T �" 6„ GV , - I L0 2 I I I \ I I I I I t s � 00 000 <0951 I I- I IIS R � �1 TI 1187 O BLOCK 1 / II v I POTHOLE TO LOCATE EXISTING WATERMAIN IN THIS AREA I v CEN TEF I X H A i I FE f I I I VERIFY LOCATION, SIZE, MATERIAL AND ELEVATION PRIOR TO CONSTRUCTION \ O TI E L L O COMMERCE I I Q ( (I PROVIDE REDUCER AS NEEDED\ 45° BEND c9s� 45° BEND I Q / I I CONNECT TO EXISTING WM WITH GV / PRQPOSED�Nw IROPOS D LINK I Q 10 COORDINATE FINAL DESIGN WITH ENGINEER l LOT 1 I LO 2 I I Q59.65 Y-. / 1201 2,377 SF 2,218 SF I I = \ \ 961.8E 961 I I I ggCq g i 1 FIFE: 62.2 \ 1 I I f - I LOT 1 / 10" DIP WM / ILL� I ' �� II VI Ld (\ ��10" DIP WM I ,, I� r ° 1215 U / I TRD24 - IIII I I �- I III I 11 I I -0- 0 I _ I I 1 I III � 1 I I I I II 6" ANT HYDR10"x6'I TEE I\ I 6" GV-)► I \ I� IIII II o I II-- I�� 45° BEND-**" 234so I I I I I I I I I III TRD 8" / I I RIM=955\ s / -� I I I I I L I I I 99 I I / I INV=948.76/ I � I r-- I- 10"x6" TEE 2.50 BEND O / I I 244 956 6 I TR 6"1 45° BEND / 1 I I 6" GV � 11.25° BEND I I I I v l��/ 'ao .�zt) N, -�6" HYDRANT EXISTING WATERMAIN OR WATER SERVICE IN THIS AREA NOT SURVEYED CONTRACTOR TO FIELD VERIFY LOCATION AND SIZE PRIOR TO CONSTRUCTION ° I 6 GV 23ss \ COORDINATE FINAL DESIGN WITH ENGINEER I - s2.8 6" HYDRANT 5.8 °O 'iJ 24 9 5 5.21 TRC 8" \6 TEE 450 BEND \ I I \ \ ° TR 101 TRC 15" f ��../JJ TR -!, _ 58.78 TR 2 T B 12 11.25° BEND 6" GV 2399;21 5.93.3 \ \ I J _ 2401 TftC 1 ° 7712" �gp g� 657.66 ✓ 2 6 �5� ° TRD g56 22.5° BEND 10"x6" TEE 956 1 5.1 / I j RD $" / ) I I I III �� I I 110 D� I I 1 450 BEND i \ I _� -�--- - IIII�I I \ 1377 i i - 950.21 TRD \��0...///TRD I I 1 1 V=47 §L 1 1376\ \ �- \-- -- ---- -�� l_ 1 150.10 �\ -\}� - ----/ I \ T TRC Iii I \ \ - \ I \ \ \ \\ \ 502I* 950-1P -_ 04 'WE- ///----- L 24 - - - - � \ yLi6fFli�dO�k� �- c - - - �_F2dA48b5.29 T \\ L - / 36�vn9 � - - - INV=946.3 E/W 8401 r \ INy-4,6 I \ \\ \\ 955.7 ------- „ 9 8 - -- --------- �� CANNOTREA( \ TRD I / INV=944.6 S/E > 8 .SAN > i- - \ r -fid � » 2t•RCP �» » » Lit. - --------------------- -- ---- -�`- _ _ _ A RIM=95 1349 \\ \ \ I I I I I I INV=94){ JW 957.74LP \ 7= 0 50 100 GRAPHIC SCALE IN FEET LEGEND 901 - - 900 - - I- 0 a wV x 901 900 i NOTES PROPERTY BOUNDARY LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING SANITARY MANHOLE EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET EXISTING FLARED END SECTION EXISTING HYDRANT EXISTING WATER VALVE PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE STORM CATCH BASIN FLARED END SECTION SANITARY MANHOLE HYDRANT GATE VALVE 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2. WHERE INDICATED, POTHOLE TO LOCATE EXISTING WATERMAIN. VERIFY LOCATION AND ELEVATION. COORDINATE FINAL WATERMAIN DESIGN WITH ENGINEER. 3. WATERMAIN QUANTITIES ON PLAN ARE PRELIMINARY AND WILL REMAIN PRELIMINARY UNTIL EXISTING WATERMAIN LOCATION IS CONFIRMED BY CONTRACTOR. SANITARY STRUCTURE SCHEDULE STRUCTURE ID SIZE" CASTING* DETAIL SSMH 1 48" 0 R -1642A 1/C-803 A STRUCTURE SIZES ARE APPROXIMATE. PRECAST MANUFACTURER TO CONFIRM SIZES AND ADJUST AS NECESSARY, PRIOR TO BID OPENING * NEENAH OR APPROVED EQUAL NOTE: QUANTITIES ON PLAN SUPERCEDE LIST QUANTITIES IN A DISCREPANCY. MDH STATEMENT OF QUANTITIES DWN BY: JTP ITEM SIZE QUANITITY UNIT DIP WATERMAIN 6" 0 301 LF DIP WATERMAIN 10" 0 2,056.7 LF GATE VALVE 6" 0 7 EACH GATE VALVE 10,10 4 EACH DIP TEE 10"x6" 0 7 EACH DIP TEE 10"x10" 0 1 EACH DIP 22.5° BEND 6" 0 1 EACH DIP 45° BEND 10,10 7 EACH DIP 22.5° BEND 10" 0 3 EACH DIP 11.25° BEND 10" 0 2 EACH HYDRANT 6" 0 6 EACH WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 IV IV^ 'Ak WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: (0i U'Y1C 0 z Lu 9n 9n z Q J Lu C� 9n z Lu z � O O LuJ d Lu 0 U) 0 o a N Lu o � CV Q C) o 0 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA \Q PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT VO LIC EE0.: DA�yE: PROJECT NO.: 5898-0002 DWN BY: JTP CHK'D BY: JRA APP'D BY: DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: UTILITY PLAN SHEET NO.: C-401 \ \ I I 953. \ \ \ 953.20 \ \ \ 31 20 \ \ \ \ 23166 4 953.22 C\ \ 22 2279` \ \ 55.81 5 \ ISG S=954.te\ I \\ \ \ INV=948.6 \ \ \ \ -� N. \ \ \ RIM -954. 305 =948.1 E RIM -95 1 N =93 a.' W \ \ CANN 7 N t� 54.00.041 c OM\ I \ PL58 6 D1 12" � 22 4 \ ( ° ! 5 .34 �J 109 22 I \ / �✓ TR 1 J / 1 1/ a 2" TRRCC I 1 ° 9 0- P229 0.30 I 96?. s 40"I 61 1108 1 85 SII T 1 T9SE / / I 958 I I 1 \ I I 38 I�)TRD94 I l 9R l 1 41 / 1 25 ° 92 41 I/ \ RED 2 " VI 2 197 I RD66..' 0 2" I \ I I l / 1136 959.8 STMH � 7 MH1109 I I l \ RIM -961.03 \ 12" INV IN=954.95 (S) I 12" INV IN=956.41 (SW) J I I 12 INV OUT=954.95 (N) I \ 135 LF OF 12"HDPE@0 1174 A:1 l 62 86 962.45 .9 FE M1173 I 962.1 I I ET I RIM=9514 INV 950.4 \ I� 1 Iv / \ I \ LOT 1 � IIV II � I J I II \ II I II PRQPOSED�NK� Q59..65 , I /' \ / LOT 1 I /1201 Y+ \ 961.82 251 2'€� CZ< I ` \ FE 96 C2� 11" � I I ' �v III I % I IIII I I �- I III I f III" I I III I \ II III I 95680 I I I I II I II II " TRD 8" I RIM=955\ \ INV=948.76 � I I I r / I ` 2446` 661 / I 956.36 \ I I I TRD 6" I - 957- 1 I I I tv `r- 2j437�569 53C4 F`RN R920" 95940� / I I � 2 24 g23 � \> �- . 1 8477 2�\ 52.8 I 1 2426 - 5.82 24 5 5 .21 TRC 8" 01 �. / TRC 15" f /TRB/ TR 24 B 58%.781 s6� ° 2 12 I J I " 2399 2401 / 3 53.3y/ A TRID �/ 2 6.1ftC 1 ° " �gp 8" ��-.L 95_7D.66�. �' 5.11/ RD -v-�- 2405 1377 I I �950.21 �� TRD I I V= 47_§L _ �_ TRC 20 \ \ \ I I I - - - - 1'�I 1 1376\ FL ;50.10 �' CO, U � C d7 \ \ \ T A1C BCC0I 1 \ \ 9)9548\9 d�� \ I I � \ 54 LF OF 24" RCP @ 1.84% \ \ FES 116 \ 24" INV=949.00 \ \ 11 77: ___- 52 IUT=953.75 (S)--,, \ 00 c 5 3 RIM=9 .26 INV=951.6 CAP CC\�� Q INV=9�If��.75 r \ INV=9sz.a INV=950.5 W\ NV= CANNOT REACH N LF IOF 24" RCP @ 0.60% I I I TRD RIM 953 36 V CBMH 107 INV=953.4 E RIM=957.60 24" INV IN=953.24 (NW)\�\ \ 24" INV OUT=953.24 (S) 4 �� I 1122 \ \ \ \ 61.61 TRC 1123 \ 61.47 \ TRC \ I 250 LF OF 24" RCP @ 0.70% I I I LF OF 12" RCP @ 1.60%I I II I I 1187 ' 962.9! IFE CBMH 103 RIM=956.44 24" INV IN=951.49 (N) 12" INV IN=951.49 (NW) 30" INV OUT=951.49 (S) 146 LF OF 30" RCP @ 0.35% O BLOCK 1 Q LOT 1 / LL I \ 5898-0002 cr- SIZE DETAIL STRUCTURE CASTING* FES 100 30" 0 PLATE 4007/10-804 - STMH 101 48" 0 1/C-804 R-1642 CBMH 102 48" 0 1 5 R -3067 -VB U / 912161.24- I I TRD R -3067 -VB STMH 104 �CBMH 102 U R-1642 RIM=956.76 cr- 3/C-804 I30"INV IN=950.98 (N) 112" INV IN=950.98 (NW) Ld I 4/C-804 R -3067 -VB I 30" INV OUT=950.98 (S) II O R -3067 -VB I \ U 3/C-804 R -3067 -VB STMH 109 48" 0 1/C-804 SII I J 2/C804 R-4342 FES 111 18" 0 I I w STMH 112 48" 0 U R-1642 CB 113 24"06" 4/C-804 III z 24" 0 PLATE 4007/C-804 O OCS 115 48" 0 3/C-805 FES 116 24" 0 PLATE 4007/C-804 II STMH 117 48" 0 \ R-1642 FES 118 12" 0 PLATE 4007/C-804 FES 119 12" 0 PLATE 4007/C-804 - A STRUCTURESIZES ARE APPROXIMATE, PRECAST I -j 160 LF OF 24" RCP @ 0.70% I I I \ I CB 113- RIM=954.82 9SS » I - 24" INV OUT=950.68 (E) 38 LF OF 36" RCP @ 1.00% 13 LF OF 36" RCP @ 1.00% 15 LF OF 24" RCP @ -13.52% Ll STMH 117 _ FES 114 \ L-RIM=958.68 _ 24"INV=950.00 36" INV IN=949.38 (N) - ---- \ 36" INV OUT=949.38 (W) = 950 \51QA 95(,949 FES -100 0 OCS 115_:7=952=953=:954- 36 I NV -949.00 _ _ RIM=955.00 955 956 95958 1 5o2 �- - 24 INV IN=952.00(E) - -� ---------- '24" INV OUT=950.00 SW - _ _ 'c^ne - - - - - - yLi6fFli�d09k� `�e65.29 L L 24 ( ) ��,E- j �� INV=946.3 E/W 84 I / \ INy�4 ,6 N- 955.70 I =g 8 CANNOT REM 11 1 TRD i _ /--------- INV=944.6S/E - >8->54N� i--!---------}�- _ _ _ - >> >> - >> - - '>- - r i » 21 "RCP »�» » » L�fi - --------------------- - - -�`_ - - A RIM=95 1349 1 INV=9l,){ =/W 957.74 \ LP 0 50 100 GRAPHIC SCALE IN FEET LEGEND 901 - - 900 - NOTES PROPERTY BOUNDARY LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING SANITARY MANHOLE EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET EXISTING FLARED END SECTION EXISTING HYDRANT EXISTING WATER VALVE PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR GRADING LIMITS STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE STORM CATCH BASIN FLARED END SECTION SANITARY MANHOLE HYDRANT GATE VALVE 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2. SEE SHEET C-301 FOR HYDRAULIC INFORMATION PERTAINING TO ENGINEERED WATER BODIES. STORM STRUCTURE SCHEDULE 5898-0002 STRUCTURE ID SIZE DETAIL STRUCTURE CASTING* FES 100 30" 0 PLATE 4007/10-804 - STMH 101 48" 0 1/C-804 R-1642 CBMH 102 48" 0 3/C-804 R -3067 -VB CBMH 103 48" 0 3/C-804 R -3067 -VB STMH 104 48" 0 1/C-804 R-1642 CBMH 105 48" 0 3/C-804 R -3067 -VB CB 106 24"06" 4/C-804 R -3067 -VB CBMH 107 48" 0 3/C-804 R -3067 -VB CBMH 108 48" 0 3/C-804 R -3067 -VB STMH 109 48" 0 1/C-804 R-1642 CB 110 27" 0 2/C804 R-4342 FES 111 18" 0 PLATE 4007/C-804 - STMH 112 48" 0 1/C-804 R-1642 CB 113 24"06" 4/C-804 R -3067 -VB FES 114 24" 0 PLATE 4007/C-804 OCS 115 48" 0 3/C-805 FES 116 24" 0 PLATE 4007/C-804 STMH 117 48" 0 1/C-804 R-1642 FES 118 12" 0 PLATE 4007/C-804 FES 119 12" 0 PLATE 4007/C-804 - A STRUCTURESIZES ARE APPROXIMATE, PRECAST WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 IV IV^ 'Ak WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: (0i tm 0 z Lu U) U) N W O � CV Q O C) O O CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN �\ SPECIFICATION, OR REPORT WA \Q PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNES�OTyQ� VO\�. O LICAE 0.: It DA�yE: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: STORM SEWER PLAN SHEET NO.: C-501 2010 0 50 100 GRAPHIC SCALE IN FEET LEGEND PROPERTY BOUNDARY LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE IV ^jik IV WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM B612 TIP -IN CURB AND GUTTER B612 TIP -OUT CURB AND GUTTER CLIENT: B618 TIP -IN CURB AND GUTTER PATCH BITUMINOUS PAVEMENT WITHIN PUBLIC ROW HEAVY DUTY BITUMINOUS PAVEMENT STANDARD DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK CONCRETE PAVEMENT NOTES z 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. z KEYNOTES 0 2 O- Q O 0 1. B612 TIP -IN CURB AND GUTTER (TYP.) - SEE DETAIL 5/C-801 O Z0 0 2. B612 TIP -OUT CURB AND GUTTER (TYP.) - SEE DETAIL 5/C-801 J w 3. B618 TIP -IN CURB AND GUTTER - SEE DETAIL PLATE 5005/C-801 J z 4. 5' TRANSITION BETWEEN TIP -IN AND TIP -OUT CURB AND GUTTER < (D w z 5. TRANSITION FROM FULL HEIGHT CURB TO ZERO HEIGHT CURB cl U C SEE GRADING PLAN z F 6. DRIVEWAY ENTRANCE, INCLUDING TRANSITION FROM B612 CURB X z ^ AND GUTTER TO 8618 CURB AND GUTTER - SEE DETAIL PLATE 0 F___ 5008/C-801 z ui 75; z 7. CONCRETE SIDEWALK WITHIN PUBLIC ROW - SEE DETAIL PLATE ILL D 50121C-801 � � O 8. PEDESTRIAN CURB RAMP WITHIN PUBLIC ROW - SEE DETAIL U STANDARD PLAN 5-297.250/C-803 9. CONCRETE SIDEWALK ON PRIVATE PROPERTY - SEE DETAIL 41C-801 10. CONCRETE STOOP - SEE ARCHITECTURAL/STRUCTURAL PLANS 11. CONCRETE PAVEMENT - SEE DETAIL 3/C-801 12. PAVED BITUMINOUS GRADE BREAK - SEE GRADING PLAN U 13. HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 1/C-801 14. STANDARD DUTY BITUMINOUS PAVEMENT - SEE DETAIL 2/C-801 15. PATCH BITUMINOUS PAVEMENT WITHIN PUBLIC ROW, MATCH H EXISTING SECTION - SEE DETAILS PLATE 5003/C-801 AND 70061C-803 16. CURB CUT - SEE DETAIL 10/C-802 w J U Lu O a WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 O z Lu U) z Q J n W C7 Q H U) H Z W Z � O O J W d W U � U) o Lu Z) 0 a_ N Lu o � N Q C O O CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �O PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT VO O LIC E�O.: DA�yE: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP I JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: SHEET TITLE: PAVING PLAN SHEET NO.: C-601 E 217 N M r O N O N I BITUMINOUS WEAR COURSE 'PE SPWEB340B NDOT SPEC 2360) BITUMINOUS NON -WEAR COURSE 'PE SPNWB330B NDOT SPEC 2360) AGGREGATE BASE CLASS 5, 100% CRUSHED NDOT SPEC 2211) "OMPACTED SUBGRADE HEAVY DUTY BITUMINOUS PAVEMENT NOT TO SCALE 6" VARIABLE DISTANCE TO CENTER LINE %z"R� 3„R /2„ R TOP OF BITUMINOUS MATERIAL a 1 `9 �3 6.25% SLOPE B612 B618 B624 CONCRETE CURB AND GUTTER 6” CLASS 5 AGGREGATE 12" B612 BASE (100% CRUSHED) 12" 8" 18" B618 -04 Do 24"6624 TIP -IN CURB 6 VARIABLE DISTANCE TO CENTER LINE "R 3„ R MATCH TOP OF BITUMINOUS TIP OUT 6612 3 ROAD SLOPE MATERIAL e TIP -OUT B618 TIP -OUT B624 CONCRETE CURB AND GUTTER 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) 12" B612 12" 8" 18" 6618 TIP -OUT CURB NOTES: 1. USE SUITABLE MATERIAL TO BACKFILL AREA BEHIND CURB. 2. THIS DETAIL SHALL BE USED ONLY FOR CURB AND GUTTER INSTALLED ON PRIVATE PROPERTY. REFERENCE PLATES 5003 AND 5005 FOR CURB AND GUTTER INSTALLED WITHIN THE PUBLIC RIGHT OF WAY. 5 1 CURB AND GUTTER NOT TO SCALE CONCRETE CURB--�. AND GUTTER d aEXPANSION JOINTS EXPANSION JOINTS B 6' m B 5, . 18" CONCRETE TO BE EXPANSION POURED INTEGRALLY EXPANSION LA WITH CURB JOINTS JOINTS B618 CONCRETE CURB AND GUTTER d e. 7" MIN. d WIDTH VARIES SECTION B—B PLAN '/ARIAgL 7 1/4 PER �� 3/4 „/F- a „ T7 5' MIN. SECTION A—A Standard Plate Library City of Monticello Title: Commercial Driveway Entrance Date: 03-05 Plate No. Revised: 03-15 500 8 i" BITUMINOUS WEAR COURSE 'PE SPWEA340B (MNDOT SPEC 2360) BITUMINOUS NON -WEAR COURSE 'PE SPNWB330B NDOT SPEC 2360) AGGREGATE BASE CLASS 5, 100% CRUSHED NDOT SPEC 2211) "OMPACTED SUBGRADE STANDARD DUTY BITUMINOUS PAVEMENT NOT TO SCALE VARIES 18. OR 22' 4.00% 6,. PE M s�o 6" TOPSOIL, SEED, AND MULCH OR SOD 1D 80' I 36' OR 44' (FACE TO FACE) DESIGN 8618 CONCRETE CURB & GUTTER 2.00% 2.00% VARIES 18. OR 22' (TYPICAL) 2'QS TYPE 2360 BITUMINOUS WEARING COURSE COAT LL TACK MNDOT 2357 QS TYPE 2360 BITUMINOUS NON—WEARING COURSE CLASS V GRAVEL (MODIFIED) 12" TO 24" SELECT GRANULAR BORROW (2'— 6" BEHIND CURB) 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION 1Q 2 ROLLS OF SOD TO BE PLACED BEHIND CURB. URBAN NON—RESIDENTIAL 2) THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. 03 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS. 51) PAVEMENT AND CLASS V SECTIONS WILL BE DETERMINED ON A CASE BY CASE BASIS DEPENDING ON TRAFFIC VOLUMES, PROPERTY USE AND SOIL CONDITIONS Title: Typical Street Non -Residential Standard Plate Library Cit of Monticello Date: (Collector) N City 03-05 atteo o Revised: 03-17 5003 - - TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE 5052—H38 OR 6061—T6 ALLOY. GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" .100 ON THE LONGEST SIDE OVER 30" REFLECTING SHEETING SHALL BE DIAMOND GRADE. ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. CHANNEL POST SPECIFICATIONS GALVANIZED STEEL CHANNEL POSTS SHALL BE USED, 2.5 LB/FT POSTS SHOULD BE USED THAT ARE PUNCHED ON 1" CC. GALVANIZED POSTS SHALL BE OF THE 4—RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. Standard Plate Library City of Monticello Title: Typical Traffic Sign Installation Date: 03-05 Plate No. Revised: 5 016 03-17 8" CONCRETE TYPE 3F52A OR APPROVED EQUAL (MNDOT SPEC 2461) 6" AGGREGATE BASE CLASS 5, 100% CRUSHED (MNDOT SPEC 2211) COMPACTED SUBGRADE CONCRETE PAVEMENT NOT TO SCALE 4" CONCRETE TYPE 3F52A OR APPROVED EQUAL (MNDOT SPEC 2461) 4" AGGREGATE BASE CLASS 5, 100% CRUSHED (MNDOT SPEC 2211) NOTES: COMPACTED SUBGRADE 1. THIS DETAIL SHALL BE USED ONLY FOR CONCRETE SIDEWALK INSTALLED ON PRIVATE PROPERTY. REFERENCE PLATE 5012 FOR SIDEWALK INSTALLED WITHIN THE PUBLIC RIGHT OF WAY. CONCRETE SIDEWALK NOT TO SCALE SAME SLOPE AS ROADWAY g' HORIZONTAL (FORMS MAY BE TILTED) REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3^R 6 1/2 3"R 3� SLOPE 0.06 FT/FT 6" 13 1/2 " SLOPE OR f 2" MIN �2^ 7^ HORIZONTAL LINE / Nti MNDOT SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0474 CU YDS / LIN FT (6612) MAY BE TILTED B612 CONCRETE CURB & GUTTER CONCRETE - 21.1 FT CU. YDS. B612 DIVIDER PLATE 3"R 1/2 3 6" 13 1/2 " SLOPE 0.06 FT/FT 0 OR SLOPE 3/4'/FT = 2" MIN r2^ 7" 2" i e HORIZONTAL LINE � � �0� MNDOT © SLOPE 0.06 FT/FT NORMAL, UNLESS / STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0582 CU YDS / LIN FT (6618) MAY BE TILTED B618 CONCRETE CURB & GUTTER CONCRETE - 17.2 FT / CU.YDS. (B618) 12" 3/4 " / PER FT 3.. 1/2 R 1/2 ^ R 3" 3:1 7 10" HORIZONTAL — — — — — — — LINE 2'— 0" MODIFIED DESIGN "D" CURB & GUTTER Standard Plate Library City of Monticello 4'=0" C 0 N S E R V 31" A T I O N A R E A 4'' 0" Standard Plate Library City of Monticello Title: Concrete Curb & Gutter for Streets Date: 03-05 Plate No. Revised: 5005 03-15 4x4 TREATED POST 3" WIDE BY 30" LONG BROWN ALUMINUM SIGN WITH 1-1/2" HIGH WHITE LETTERING GRADE SET POST IN QUICKCRETE FAST -SETTING CONCRETE OR APPROVED EQUAL. MIN 12" DIA HOLE Title: Conservation Easement Post Detail Date: 03-05 Plate No. Revised: 03-15 5020 2% MAXIMUM CROSS SLOPE ACCESSIBILITY SYMBOL, SEE DE CONTRACTION JOINTS L 12" GRANULAR BORROW OR 6" CLASS 5 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH — 6' DEPTH — 6" FOR NEW DEVELOPMENTS *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH — 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS — 6' INTERVALS EXPANSION JOINTS — 60' INTERVALS (APPROX.) *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS Standard Plate Library City of Monticello Title: Typical Sidewalk Date: 03-05 Plate No. Revised: 0,3 —17 5 012 FLOWLINE SEE SITE PLAN AND GRADING PLAN NOTES: 1. STRIPING ADJACENT TO HANDICAP PARKING SHALL BE BLUE. 2. DIMENSION HANDICAP SYMBOLS PER INTERNATIONAL SYMBOL OF ACCESSIBILITY DETAIL. 3. SEE PLAN FOR STALL DIMENSIONS. 4. DIMENSION "NO PARKING" TO BE 1' TALL. ACCESSIBILITY STRIPING NOT TO SCALE ACCESSIBILITY SYMBOL NOT TO SCALE BLUE HIGHWAY PAINT BACKGROUND 2 COATS (TYPICAL) JTERNATIONAL SYMBOL OF ACCESSIBILITY APPLIED TO THE CENTER OF EACH REQUIRED kCCESSIBLE SPACE WITH BLUE PAINT BACKGROUND SND WHITE PAINT FOR SYMBOL AND PERIMETER EDGE 5" WIDE WHITE STRIPING 2 COATS (TYPICAL) TOY WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: (0i U'Y1C O z LU co z Q J CL LU 0 co z w Z a - O O J I-_ w a_ W 0 0 LU 0 a_ 0 CV LLj CD � CV Q 00 0 0 0 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �o PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AMA DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT ZN LICE E X10.: DDE: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: CIVIL DETAILS SHEET NO.: C-801 rll I f1l1[.T 1A/ITI CONCRETE HLY AT TOP 12" BOLLARD NOT TO SCALE P n0 n0 � • =LECTIVE TAPE TEEL PIPE POST YELLOW RADE SET POST IN CONCRETE 18" MIN. CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE NOTES: 1. FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK 2. ENTRANCE MUST BE MAINTAINED TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCKS MUST BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY. 3. CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALL TIMES THROUGHOUT DURATION OF PROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECT DOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF. ROCK CONSTRUCTION EXIT NOT TO SCALE Standard Plate Library City of Monticello Inlet Protection Catch Basin Insert )ate: 03-07 Plate No. Revised: 03-15 6004 G SSIBLE 3T WHEN PIPE BOLLARD IS NOT NOTES: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE SHALL MEET THE FOLLOWING STANDARDS: POST TUBES - 2"x2"X3/16" 14ga POST TUBE SHALL MEET ASTM A1011 GRADE 50 POST TUBE GALVANIZED PER ASTM A653 GRADE 90 ANCHOR TUBE -2-1/4"x2"-1/4"x3/16" 14GA HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123 THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM OF 38" DEEP WITH 3" MIN. 4" MAX EXPOSED ABOVE FINISH GRADE. SIGN POST NOT TO SCALE WATER ENTRY UNIT WITH TRASH SCREEN GENERAL NOTES: 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE. 2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT A CHANGE. 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED. 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE ORIFICE OPENING INSIDE THE DISCHARGE END OF THE PIPE. HORIZONTAL TUBE WITH A 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER. CONSTANT HYDRAULIC HEAD 7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. SCHEDULE 40 PVC PIPE OR ARM) .E HOSE I.rAWiZIM POTENTIAL FOR PIPING CAN OCCUR. PROPER DESIGN TO MINIMIZE DISCHARGE AROUND PIPE MUST OCCUR. TER ENTRY UNIT EN EMBANKMENT IERGENCY SPILLWAY SCHEDULE 40 PVC PIPE (BARREL OR ARM) FLEXIBLE HOSEi PVC VENT PIPE LOAT L = 1.4 x DEPTH TO THE OVERFLOW MINIMUM LENGTH APPLIES END VIEWSIDE VIEW MAINTAIN DEPRESSION TO — _ _ _ — DISCHARGE PIPE MINIMIZE CHANCE OF SKIMMER SCHEDULE 40 (NO SCALE) BECOMING STUCK DRAWN BY T. R. EVANS 10/10 J. W. FAIRCLOTH & SON INC. FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH EMBANKMENT WTELEP ONE:(9S)732-144 TELEPHONE: (919) 732-1244 FAX: (919) 732-1266 EMAIL: WARREN@FAIRCLOTHSKIMMER.COM TEMPORARY SEDIMENT BASIN OUTLET NOT TO SCALE STOP 1 \L�.cV I1 \LV UP TO $200 FINE FOR VIOLATION VAN R1-1 ACCESSIBLE ` 30"X30" ACCESSIBLE PARKING -12"x18" VAN ACCESSIBLE -12"x6" DO NOT \ \ ENTER R5-1 30"X30" W1 1A-2 R1 -5C 24"X24" OR 18"X24" STANDARD PARKING LOT SIGNS NOT TO SCALE DIRECTION OF STEEL FENCE (T -POST) MINIMUM 5' LONG, MAX6' SPACING ATTACH FABRIC TO POST WITH MINIMUM 3 ZIP TIES 50 LB TENSILE) PER POST IN TOP 8" OF FABRIC GEOTEXTILE FABRIC OVERLAP FABRIC 6" AND FASTEN AT 2' INTERVALS LAY FABRIC IN TRENCH FABRIC ANCHORAGE TRENCH BACKFILL TRENCH WITH TAMPED NATURAL SOIL Z z g 0 2 i 2 �w SUPPORT POST ANCHORAGE IN-SITU 6" SOIL MIN. v l SILT FENCE MACHINE SLICED NOT TO SCALE NOTES: 1. ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN A 3:1 REQUIRE SLOPE TRACKING. 2. SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHOD IS EROSION CONTROL BLANKET OR HYDROMULCH. SLOPE TRACKING NOT TO SCALE 91, TYPICAL TRAFFIC ARROW PAVEMENT STRIPING TYPICAL LETTER NOTES: 1. PAINT SHALL BE APPLIED AT A THICKNESS OF 22 WET MILS AND 15 DRY MILS. 2. PAINT SHALL BE NON -REFLECTIVE WHITE PAINT FOR ALL TYPICAL PAVEMENT MARKINGS. TYPICAL PAVEMENT MARKINGS NOT TO SCALE MnDOT CLASS II RIPRAP DIRECTION OF SURFACE FLOW STAPLE DOWNSTREAM TYPE IV GEOTEXTILE FABRIC SIDE OF FABRIC AT ANCHORED IN 6" X 6" TRENCH 2' INTERVALS WITH 6"-11 GAUGE METAL STAPLES AT 4' INTERVALS DITCH CHECK: SMALL CHECK DAM CURB CUT/ CONCRETE APRON NOT TO SCALE CURB ION CURB TO 0" AT FLUME CURB CUT PLAN APRON 1.0% MIN e f SECTION CONCRETE CURB CUT NOT TO SCALE 24" CONCRETE FLUME TO RIPRAP SWALE 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) 0 0 O 3/8" 0 HEX HEAD BOLT WITH 0 HEX NUT AND WASHERS O 0 0 0 0 0 0 �n O 0 0 0 0 0 O O 21/4" 012 GAUGE O 0 2 1/4" 0 12 GAUGE FINISHED GRADE BREAK AWAY TUBE POST NOT TO SCALE IV WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: (0i tm z Q 0. z G 0 O ZU)_j LJJO '^ < w J Z v Z 0.~ Z �� - X Z} Z W �_ 2 � o° aJ�(D � U � ry U. Lu J U Lu O Z Q J LL Lu 0 H 0) H Z Lu Z a - O O J Lu d Lu U) 0 Lu Z) CD CV LLI O CV Q p o 0 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �O PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT VO O LIC E�O.: DA*: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: CIVIL DETAILS SHEET NO.: C-802 E I 3 J LU USE 4" OR 6" CISP PLUG AND CAP, TOP TO BE 1/2 BELOW FINISHED GRADE VARIES 10' TO 20' 1/8 BEND TIES REQUIRED TO CLEAN OUTS FINISHED GRADE 6" PVC RISER FOR NON-RESIDENTIAL 4" PVC RISER FOR RESIDENTIAL 4" OR 6" VERTICAL WYE (PVC) y CONCRETE ENCASEMENT 12" ALL AROUND (INCIDENTAL) WATER TIGHT GASKET OR CEMENTED PLUG PVC R HORIZONTAL WYE (PVC) THRUST BLOCKING FOR CLEANING EQUIPMENT 1. PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM MAIN SEWER LINE. Standard Plate Library City of Monticello Sanitary Clean -Out Date: 03-05 Revised: 03-15 3006 HYDRAFINDER FLAG 1'- 0' OR 5' IN BACK OF CURB IF CONCRETE WALK OR BITUMINOUS PATH ARE PRESENT WATEROUS MODEL 67 HYDRANT YELLOW OUT OF ORDER TAG TO BE INSTALLED ON PUMPER CONN. AFTER BACK -FILL BREAKOFF FLANGE 1" TO 2" MAXIMUM ABOVE BURY LINE (FINISHED GRADE) VALVE SP CIFIEDX AS z 2 LAYERS OF W o w 2'- POLY (4 mil) o �7< w z 3' DIAMETER BY 3' DEEP PIT z UNDER HYDRANT FILLED WITH af A MINIMUM OF 1 C.Y. OF 1 O } 1-1/2" CLEAR STONE 1 = THRUST MEGALUG BLOCKING BEHIND HYDRANT PRECAST CONCRETE BASE AS SPECIFIED (15"x 15"x 4") Standard Plate Library City of Monticello GROUT BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT. (L EXISTING OR FUTURE STREET CURB OR GUTTER LINE FINISHED GRADE WATERMAIN �I 1/4 " STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL - GATE VALVE BLOCKING BELOW GATE VALVE BLOCKING BEHIND TEE Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: o,3-17 2001 CASTING A B R1642 27" 7" R1755G WT REQ. 27" 7" Ess.Bro.309 27" 7" ° 6" 4.0 SQ FT MANHOLE STEPS SHALL BE PLACED SO THAT 6.0 SQ FT OFFSET VERTICAL PORTION OF CONE IS FACING ° DOWNSTREAM 20.0 SQ FT NEENAH FRAME AND COVER PER TABLE OR ° EQUAL, LETTERED "SANITARY SEWER" WITH 2 ° CONCEALED PICK HOLES AND SELF SEALING LID. 2' MAX SEE SPECIFICATION FOR CASTING NUMBERS PLAN MINIMUM OF 2, MAX. OF 5 CONCRETE 10 ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR= 0.2' INSTALL INTERIOR I&I BARRIER EULL'S m OR APPROVED EQUAL MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS ,A, OR EXCEEDS ASTM C270 AND ASTM 387. ° ONLY PLASTIC SHIMS SHALL BE o ALLOWED IF NEEDED. ° MANHOLE STEPS, COPOLYMER POLYPROPYLENE ° PLASTIC, WITH 2" GRADE 60 STEEL REINFORCEMENT ° OR EQUAL, 16" O.C. _ 5„ ALL JOINTS IN MANHOLE TO HAVE "O" RING CD o RUBBER GASKETS PROVIDE EXTERNAL NEOPRENE SEAL ON ALL JOINTS (GATOR WRAP OR APPROVED EQUAL) C0 VARIES ° PIPE SHALL NOT BE CUT 2" FROM INSIDE 4'-0" TYP Q FACE OF WALL 13 O9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. NOTE: KOR-N-SEAL MANHOLE OR APPROVED EQUAL CONSIDERED ACCEPTABLE ALTERNATE. ALL DOG O HOUSES SHALL BE GROUTED ON INSIDE AND OUTSIDE. IMPAIRED. COMPACT TO TOP OF PIPE, TO FIRST JOINT 6" SECTION MINIMUM THICKNESS OF PRECAST BASE IS 6" FOR STRUCTURES 14" DEEP OR LESS, AND ALL INFILTRATION AREAS SHALL BE INCREASES 1" IN THICKNESS FOR EVERY 4' REPAIRED UNTIL MANHOLE IS WATERTIGHT. OF DEPTH GREATER THAN 14', AND REINFORCE WITH 6" X 6" 10/10 MESH SANITARY SEWER MANHOLE NOT TO SCALE PIPE SIZE BEARING AREA 6" 4.0 SQ FT 8" 6.0 SQ FT 10" - 12" 12.0 SQ FT 16" 20.0 SQ FT Standard Plate Library City of Monticello D" ul ® S 0.1 J ofAf�G 0 40 �r F 0" L5' MAX O 10 1 COMBINED DIRECTIONAL 09 Title: Blocking for Watermain Date: 03-05 Plate No. Revised-- 1 7 2002 PROPOSED STORM SEWER 8'X 12' INSULATION AT PIPE CROSSING 8'X 20' INSULATION FOR BOX SEE PLATE 2006 45' BENDS MEGALUG FOR DETAILS (TYPICAL) MEGALUG 6" MEGALUG--_. WATERMAIN 12 NON -WALKABLE SURFACE 10 FO NON -WALKABLE SURFACE 0" S OO 0" BACK OF CURB FLOW LINE FRONT OF GUTTER L IF NON -CONCRETE BLVD. IS CONSTRUCTED AND IS LESS THAN 2' IN WIDTH AT TOP OF CURB TRANSITION, PAVE CONCRETE RAMP WIDTH TO ADJACENT BACK OF CURB. STANDARD ONE-WAY DIRECTIONAL OO 0 20' NOTE: ALL PIPE JOINTS WITHIN 10' OF A BEND SHALL BE RESTRAINED USING TIE RODS. Title: MEGALUG VARIES Standard Plate Library Watermain Offset City of Monticello Date: 03-05 Plate No. � Revised:03-17 3— .� 7 2005 NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURB, WITH 6- FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.07. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. TO 10% SLOPE THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND DIRECTIONAL RAMP WALKABLE FLARE GRADE RAMP BREAKO RAMP MAX. 2.0/ SLOPE 13 1. IN ALL DIRECTIONS 0 13 1 DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED 12 ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB 1.0% MIN. 2_n% MAY VAR. RAMP 3LE OR SURFACE a ° ° BACK OF CURB 6" CONCRETE WALK FLOW LINE 2.% GUTTER SLOPE SECTION D -D FRONT OF GUTTER CURB FOR DIRECTIONAL RAMPS 14 THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). WALKABLE SURFACE TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. F 0 ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE 2' MAX WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH. ARC 10 0.. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. i D" ul ® S 0.1 J ofAf�G 0 40 �r F 0" L5' MAX O 10 1 COMBINED DIRECTIONAL 09 Title: Blocking for Watermain Date: 03-05 Plate No. Revised-- 1 7 2002 PROPOSED STORM SEWER 8'X 12' INSULATION AT PIPE CROSSING 8'X 20' INSULATION FOR BOX SEE PLATE 2006 45' BENDS MEGALUG FOR DETAILS (TYPICAL) MEGALUG 6" MEGALUG--_. WATERMAIN 12 NON -WALKABLE SURFACE 10 FO NON -WALKABLE SURFACE 0" S OO 0" BACK OF CURB FLOW LINE FRONT OF GUTTER L IF NON -CONCRETE BLVD. IS CONSTRUCTED AND IS LESS THAN 2' IN WIDTH AT TOP OF CURB TRANSITION, PAVE CONCRETE RAMP WIDTH TO ADJACENT BACK OF CURB. STANDARD ONE-WAY DIRECTIONAL OO 0 20' NOTE: ALL PIPE JOINTS WITHIN 10' OF A BEND SHALL BE RESTRAINED USING TIE RODS. Title: MEGALUG VARIES Standard Plate Library Watermain Offset City of Monticello Date: 03-05 Plate No. � Revised:03-17 3— .� 7 2005 NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURB, WITH 6- FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.07. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. TO 10% SLOPE THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND DIRECTIONAL RAMP WALKABLE FLARE GRADE RAMP BREAKO RAMP MAX. 2.0/ SLOPE 13 1. IN ALL DIRECTIONS 0 13 1 DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED 12 ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB 1.0% MIN. 2_n% MAY VAR. RAMP 3LE OR SURFACE a ° ° BACK OF CURB 6" CONCRETE WALK FLOW LINE 2.% GUTTER SLOPE SECTION D -D FRONT OF GUTTER CURB FOR DIRECTIONAL RAMPS 14 6" CONCRETE WALK 3" MINIMUM CLASS 5 AGGREGATE BASE TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.07 MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.07. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.07 AND LESS THAN 5.07 IN THEDIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT TOY WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: � U'Y1C z Q J 1Z fLUU V co H z UJ 2i Z a- 00 J a_ > LU U � LU 0 a_ LvCD I-_ 2!! 9.0E CD CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �o PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PRO FES ENGINEER UNDER THE OF THE STATE OF MINNESOT vo LICE E X10.: DDE: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: CIVIL DETAILS SHEET NO.: C-803 THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4- WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTES QO & 11 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. O1 MATCH FULL CURB HEIGHT. O2 3" HIGH CURB WHEN USING A 3'LONG RAMP 4" HIGH CURB WHEN US NG A 4'LONG RAMP. O3 3" MINIMUM CURB HEIGHT (5.5' MIN. DISTANCE REQUIRED BETWEEN DOMES) 4" PREFERRED (7' MIN. DISTANCE REQUIRED BETWEEN DOMES). O THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. GRADE Q WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A BREAK WALKABLE SURFACE, DIRECTIONAL RAMP FLARES SHOULD BE USED. SEE THE DETAIL ON THIS SHEET. MAX. 2.07 SLOPE © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK IN ALL DIRECTIONS LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. O7 MAX. 2.0/ SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. ® 8% TO 10% WALKABLE FLARE. 13 O9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. lQ FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2'MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE, AND 5- MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM BACK OF CURB.A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP O WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. 11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. 12 FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB, THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH. THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. 13 THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. 14 TO BE USED FOR ALL DIRECTIONAL RAMPS, EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. 6" CONCRETE WALK 3" MINIMUM CLASS 5 AGGREGATE BASE TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.07 MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.07. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.07 AND LESS THAN 5.07 IN THEDIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT TOY WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: � U'Y1C z Q J 1Z fLUU V co H z UJ 2i Z a- 00 J a_ > LU U � LU 0 a_ LvCD I-_ 2!! 9.0E CD CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �o PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PRO FES ENGINEER UNDER THE OF THE STATE OF MINNESOT vo LICE E X10.: DDE: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: CIVIL DETAILS SHEET NO.: C-803 WE W w > Ci V Cr LL a PLAN GROUT BOTTOM OF MANHOLE TO A MINIMUM OF 1/2 DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT. MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM FOR ALL PIPES UP TO 24". PLACE STEPS ON RIGHT HAND SIDE WHEN FACING DOWN STREAM FOR ALL PIPES 24" AND OVER APPROVED CASTINGS CASTING A B NEENAH R1642 27" 7" NEENAH FRAME AND COVER OR EQUAL LETTERED, "STORM SEWER", WITH 2 CONCEALED PICK HOLES MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'. INSTALL INTERNAL I&I BARRIER EULL'S OR APPROVED EQUAL ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 AND ASTM C387. MANHOLE STEPS, COPOLYMER POLYPROPYLENE PLASTIC, WITH 1/2" GRADE 60 STEEL REINFORCEMENT OR EQUAL, 16" ON CENTER. (NO STEPS ALLOWED IN UPPER 27" BARREL.) ALL JOINTS IN MANHOLE TO HAVE "0" RING RUBBER GASKETS. I�I�:�ya_l1� 3:[�ilj�illj��il�;Zsl�ll�tyl�l�y_[y:[i7�►J/_11� **DOG HOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE OF STRUCTURE. STORM SEWER MANHOLE NOT TO SCALE CATCHBASIN MANHOLE NOT TO SCALE MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' IN DEPTH OR LESS. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14', AND REINFORCE WITH 6"X6" 10/10 MESH. 24"X36" SLAB OPENING FOR NEENAH R3067V. INSTALL R3290 -A FOR DRIVEWAYS AND VALLEY GUTTERS. (VANE GRATE SHOWN) DIMENSION FROM BACK OF CURB TO CENTER OF PIPE. 4' DIA. MH - 9" IN FROM BACK OF CURB 5DIA. MH - 3" IN FROM BACK OF CURB U DIA. MH - 3" BEHIND BACK OF CURB T DIA. MH - 9" BEHIND BACK OF CURB 8' DIA. MH -15" BEHIND BACK OF CURB NO BLOCK STRUCTURES ALLOWED. MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'. INSTALL EXTERIOR INFI-SHIELD OR APPROVED EQUAL. 6 PRECAST REINFORCED CONCRETE SLAB. TOP OF BARREL SECTION UNDER TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR APPROVED EQUAL. EXTERNAL WRAP (GATOR WRAP OR APPROVED EQUAL) REQUIRED ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 AND ASTM C387. ALL JOINTS IN MANHOLE TO HAVE "0" RING RUBBER GASKETS. **DOG HOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE OF STRUCTURE. PIPE SHALL BE CUT OUT 2" FROM INSIDE FACE OF WALL. MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' IN DEPTH OR LESS. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14', AND REINFORCE WITH 6"X6" 10/10 MESH. GROUT BOTTOM VARIE 12"-16" cD NEENAH R-4342 CASTING OR EQUAL. i a \ d ONLY PLASTIC SHIMS SHALL BE 4 I o ALLOWED IF NEEDED. I C �; MORTAR SHALL BE AIR ENTRAINED UNDERGROUND 2000# CONCRETE UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 z0a AND ASTM C387. 0.5D H ° a NO BLOCK STRUCTURES ALLOWED. "D" DENOTES OUTSIDE CLASS A MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT PLAN RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'. INSTALL EXTERIOR W Z J INFI-SHIELD OR APPROVED EQUAL. BEDDING. 6" PRECAST REINFORCED CONCRETE SLAB cD z 0 i a p VARIES 4 I o -I Ir I �6.. 4_DIA_ �I 2000# CONCRETE 4'-0" MIN. 5" C Q d as d G a d z0a LOAD FACTOR 2.3 0.5D SECTION TOP OF BARREL SECTION UNDER TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR APPROVED EQUAL. EXTERNAL WRAP (GATOR WRAP OR APPROVED EQUAL) REQUIRED ALL JOINTS IN MANHOLE TO HAVE "0" RING RUBBER GASKETS. **DOG HOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE OF STRUCTURE. CATCHBASIN MANHOLE BACK OF CURB FACE OF CUR DIRECTION OF FLOW NOTE: VANE GRATE SHOWN NOT TO SCALE PIPE SHALL BE CUT OUT 2" FROM INSIDE FACE OF WALL. MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' IN DEPTH OR LESS. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14', AND REINFORCE WITH 6"X6" 10/10 MESH. - GROUT BOTTOM NO BLOCK STRUCTURES ALLOWED. CATCHBASIN CASTING NEENAH R3067V OR EQUAL WITH VANE GRATE, 3" RADIUS CURB BOX. INSTALL R3290 -A CASTING IN DRIVEWAYS AND VALLEY GUTTERS. VARIABLE MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR TOP OF CURB I F BETWEEN EACH RING.1 RING WITH MORTAR = 0.2'. INSTALL EXTERIOR INFI-SHIELD OR APPROVED EQUAL. 24" x 36" ° PRECAST o 61/2" 5" z 4" 3" GROUT O ° MINIMUM DOGHOUSES SHALL BE GROUTED ON ° o - BOTH THE OUTSIDE AND THE INSIDE. ° ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 AND ASTM C387. 4 1 2'x 3' CATCH BASIN NOT TO SCALE COMPACTED BACKFILL 6" . + + + + + + + + + + + +/r=_�� 12" + + + + + + + + + + + + + + + + + + + + + + + GRANULAR BORROW ++++++ D +++++++++ MNDOT SPEC. I_I ++++++ +++++++ I-1 3149.261 + + + 6„ ' II -III -III -III -III- D+12" MIN. "D" DENOTES 12" - OUTSIDE DIAMETER 'I I OF PIPE PIPE FOUNDATION & BEDDING IN GOOD SOILS D/4 BUT NOT LESS THAN 6" PIPE FOUNDATION IMPROVEMENT MATERIAL (3149.2H) CONSIDERED INCIDENTAL WITH COST OF PIPE AND GRANULAR BORROW MATERIAL (3149.2131) IN THIS AREA ;I Compacted Backfill 6" + + + + + + + + + + + + + + + + + 1 N 1=1 + + + + + + + + + + + + + + + + + + I_ D + + + + + + -I + + + + + + + .1 ' Coarse Filter Aggr. '-I + + + + + + + + + + I- ' MnDot Spec. 3149.2H. '=1 + + + + + + + I- ' 1' + + + + + + + I, + +++++++++++++ I-1. I + + + + + + I ' + + ' II -III -III -III -III ' D+12" Min. "D" Denotes outside IMPROVED Diameter of pipe PIPE FOUNDATION PIPE FOUNDATION & BEDDING IN POOR SOILS NOTES: 1. ALL SDR -35 PVC SHALL BE USED TO A DEPTH NOT TO EXCEED 16'. SDR -26 PVC SHALL BE USED FOR DEPTHS GREATER THAN 16'. C-900 PVC SHALL BE USED FOR DEPTHS GREATER THAN 301 . BEDDING METHODS FOR PVC NOT TO SCALE L D/4 BUT NOT LESS THAN 6" 2 16" MAX Ll� TRANSVERSE & LONGITUDINAL BARS 5/8 FOR 18" TO 27" APRONS 3/4 FOR 30" & LARGER APRONS. 6- 1 ANCHOR TOP & BOTH ENDS NOTE: 1. ALL TRASH GUARDS SHALL BE GALVANIZED AFTER FABRICATION PER MNDOT SPEC. 3392 & 3394. 2. APPLIES TO FLARED END SECTIONS 12" OR LARGER. 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD TO THE FLARED END SECTION SHALL BE LEFT EXPOSED Title: Standard Plate LibraryTrash Guard for End Section City of Monticello Date: 03-05 Plate No. �- -� Revised: 400703-15 NOTES: 1. ALL FITTINGS FOR CONNECTION SHALL BE STAINLESS STEEL, DIP, OR SDR 26 PVC 2. SANITARY SEWER SHALL EXTEND FROM THE CONNECTION. STAINLESS STEEL INTERNAL EXPANSION RING POSITIVE MECHANICAL SEAL (KOR-N-SEAL OR PSX: DIRECT DRIVE, NO SUBSTITUTES) STAINLESS STEEL EXTERNAL CLAMP CONNECTION DETAIL NOTE: COMPLY WITH ALL MCES CONNECTION REQUIREMENTS. MANHOLE CONNECTION NOT TO SCALE D za-I COMPACTED BACKFILL 0.5f� + + + + I �I I COARSE FILTER AGGREGATE + + + + + + -IJi- MNDOT SPEC. 3149.2H -1I I -1I I -1I I -1I I -1I I- I I- LOAD FACTOR 1.5 "D" DENOTES OUTSIDE CLASS C-2 D+12" MIN. DIAMETER OF PIPE HAND SHAPED FROM ANGULAR BEDDING MATERIAL BEDDING METHODS FOR RCP, CMP & DIP NOT TO SCALE V) w z Q C) w O w J M O°O 00 00 °°°°° �o�o�� m °0 o Q0oo � �Q,,oq�0 �,,0q�0 (�oo� GO �o b 0°° J o0 00 o p ob , 00 LD U U w w F 1 w y� J x W H _ O rN �JO 0V)o-10 W z 0 of 2: a II COMPACTED BACKFILL D -I Ir I o<X 4_DIA_ �I 2000# CONCRETE SUITE 300 z0a LOAD FACTOR 2.3 0.5D H Q D+12" MIN. "D" DENOTES OUTSIDE CLASS A Of DIAMETER OF PIPE CONCRETE BACKFILL TO 0.5 OF O OUTSIDE DIAMETER WITH SHAPED W Z J 0 BEDDING. N� Lo n COMPACTED D I- BACKFILL + + + + + + + III_ O L + + + 0.-5D + + I o J W J + I it COARSE FILTER AGGREGATE ++++++++++ N M M MNDOTSPEC. 3149.2H =I ++IIl ' l 1-11 IJ I I-11 I-11 IJ I L= I I- LOAD FACTOR 1.9 D+12" MIN. "D" DENOTES CLASS B m a w�w OUTSIDE DIAMETER HAND SHAPED FROM ' `' OF PIPE ANGULAR BEDDING MATERIAL Li I = D _ II I I COMPACTED Ir BACKFILL � LOAD FACTOR 1.5 0.5D "D" DENOTES CLASS C-1 D+12" MIN. OUTSIDE DIAMETER OF PIPE HAND SHAPED FROM Q }t FIRM UNDISTURBED SOIL D za-I COMPACTED BACKFILL 0.5f� + + + + I �I I COARSE FILTER AGGREGATE + + + + + + -IJi- MNDOT SPEC. 3149.2H -1I I -1I I -1I I -1I I -1I I- I I- LOAD FACTOR 1.5 "D" DENOTES OUTSIDE CLASS C-2 D+12" MIN. DIAMETER OF PIPE HAND SHAPED FROM ANGULAR BEDDING MATERIAL BEDDING METHODS FOR RCP, CMP & DIP NOT TO SCALE V) w z Q C) w O w J M O°O 00 00 °°°°° �o�o�� m °0 o Q0oo � �Q,,oq�0 �,,0q�0 (�oo� GO �o b 0°° J o0 00 o p ob , 00 LD U U w w F 1 w y� J x W H _ O rN �JO 0V)o-10 W z 0 of 2: a O U_ Joa U "R o<X z a maw SUITE 300 z0a Z axea H Q N � of ~ Of z O a a.J W Z J 0 T^T WENCK z 0 of 2: a U_ o `Ld U "R 2 z a SUITE 300 NaoF}rnmMrornNro w Ln j O 04 N o a o ly p a , M U V w a g Nof W W cn 0 W Z J O NNP04 N� T^T WENCK of 2: 7500 OLSON MEMORIAL HWY o U SUITE 300 NaoF}rnmMrornNro I- Ld i�ao�}nMrnnmMcoaDrnaooa�rnoa N M GOLDEN VALLEY, MN 55427 N�o n V PHONE: 763-252-6800 W Z J O NNP04 o =a Lo n OOOMN00 I �NcO w h Ow O L U Z o J W J U u N N M M Q U U U Uw w= ~� m a w�w 07 � II ' `' Li U = o OZ g o � V) 0 W }(X N 0 0 ULO 0 Q }t (O aO't N O N O M U 00 00 N 00 0 0 . • . 04a� N W a Nj O V)I`1O)7:2 U 0 (D �N C14 f0 NjO*OV In a<on a z 0 K U a L< 0- a Cn W d af =5L�U�-N Fa - J w O dDw}Mn NODM�O�DN��OON Q n OM xg�o NMa MSO 000 - M�[10DNN HOW z N 'N (ON01m0 d � q CO (D Owp�IiUNM�l 0 Oaorn�aoiNN NNS o )N _ N II O w cD U U0 Ha pp r00 LO ODM0)N,*-n(0 1 000 co W a ON r) O C0MMSGOMnNnaD- x a O O 0 �� }d0�00Nd N N N M to M 0> 0� N OOH MM V) W a 0d'�00� M 0001 M n OD Q 0) M 0) w Oa U -NNMMMMn oO X qof - M Q ��gW}� ao� d0OM01�t�MaD<1 O�Mc0o0D (Y ind 0�}0001 _- n W QZ -1 0) 0 !L � U -N NM 7610 W O � M MON N N - U M(00001�cO_N4On 0, pof ,� (� � II N N N M M a N II 3� o g n 0 a 0 U a o if) aOf }t00]�O OM00M�MOMM� �d K }ern O X0000/ M910q�oq-wa 00 M0 M �NMddR<On MN M 01 -It DN N n't0 000!2T M n - OM 0 U '-N N M� Q 0 Q�d zNMaO.-ano0Nro�000Nv0 d 0a 0 0� a M� N N N M M It a M In (0 n ro rn T^T WENCK = of 2: 7500 OLSON MEMORIAL HWY o U SUITE 300 NaoF}rnmMrornNro N M GOLDEN VALLEY, MN 55427 N�o n V PHONE: 763-252-6800 Q o =a Lo n FAX: 952-831-1268 I w h Ow WWW.WENCK.COM Z o J W J U u ON O Q U U U Uw w= ~� m a w�w 07 0 Z ' `' Li U = o OZ � V) 0 W }(X N 0 0 O W Ox X a'd Nwa ouioir�i��c0��rn600cjoi N w . • . V U 0 N N M M M W a z a L< 0- a 0_ o W d Fa - J O O = of 2: NaoF}rnmMrornNro ornoo N�o n UN�00 ODOMMoON Lo n In �n n U u z Q g U x a O V) 0 < }(X N OD�<ON00 (00000 a'd Nwa ouioir�i��c0��rn600cjoi 0 U N N M M M c O n n z w J of Q xg�o HOW }NMOL (ON01m0 d � q CO (D Owp�IiUNM�l Oaorn�aoiNN NNS o )N _ w cD N II Li g o O U n x a O 0 �� }d0�00Nd CO n 0> 0� N OOH MM V) W a 0d'�00� M 0001 M n OD N N 0) M 0) w Oa U -NNMMMMn oO X M xg�o (Y ind 0�}0001 M OOM01 (ON000(0 (ON O Z - ^ W JO�N� M(00001�cO_N4On 0, pof ,� (� N N N M M a N II o g n U a o if) aOf }t00]�O OM00M�MOMM� W a p� OMM U 00 M0 M �NMddR<On MN M 01 -It � a Q o zzw d 0a ZNOOO M� M MOO NM Na _ V,Ua NNM �M(OnODO n Nn M O_ Standard Plate Library City of Monticello N Z U wu) N Z �g as Oz o_ o xw D- Q o0 V)V) Fw 10 �M w K J 0 J �3 w 0 Z Title: Riprap Detail )ate: 03-05 Plate No. Revised: 4009 03-15 TYPE: 3N STRAW 2S, NATURAL NETTING ONLY ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS S��Fq c��Oti STAPLE DENSITY SHALL BE A MINIMUM OF 3 U -SHAPED 8", 11 GAUGE METAL STAPLES PER SQUARE YARD (THIS MAY VARY AS DIRECTED BY THE CITY) ANCHOR TRENCH 1. DIG 6" X 6" TRENCH 2. LAY BLANKET IN TRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" EROSION CONTROL BLANKET NOT TO SCALE NON -SHRINK PATCHING COMPOUND WATERSTOP GASKET PER ASTM C923 REINFORCED CONCRETE PIPE SIZE 8" 0 AND LARGER WATER STOP GROUTING RING NOT TO SCALE 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: z Q 0. z G 0 0O zC/)_j LjjO '^ < w J Z v Z Z � C)� - X F: Z} Z W75; _ 2 � o° aJC) (D � U � LU J U LY O LM e z Q J W 0 co z Lu z a - O 0 J a > W U) o LU Z) o a 0 CV LLI O ~ CV Q p o 0 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �O PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNES`OT VO LICE�O O.: DAD�y PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: CIVIL DETAILS SHEET NO.: C-804 WE ON O r O N O N _c% F A<gNJ 7M I— SEE PLAN FOR I I DESIGN BASIN FOREBAY TYPICAL INFILTRATION BASIN I - PROPERTY LINE OR EXISTING POND FOREBAY CLASS IV RIPRAP BERM I I — — — � — P� _ _ = VAR/ES SEE PIAN . 171 'SI 31�IIIIIIII __ —_ 3•�MAx �o W = 1I II II II II II I = = M; 11=— �M+ IIII—I EXISTING SUBGRADE IT -7-1-1 .. SEE PLAN SEE PLAN 3' DEEP INFILTRATION MEDIA SECTION. PROVIDE A MIX OF 85% ON-SITE SAND AND 15% MNDOT 3890 GRADE 2 LEAF LITTER COMPOST, OR PROVIDE FILTER TOPSOIL BORROW CONFORMING TO MNDOT 3837.2.G. IF ANY UNSUITABLE SOILS (CLAYEY/SILTY SOIL) ARE DISCOVERED AT BOTTOM OF 3' INFILTRATION SECTION, CONTRACTOR SHALL CONTINUE EXCAVATING AND REPLACE WITH APPROVED MATERIAL. ADDITIONAL EXCAVATION MAY BE NECESSARY TO REMOVE THESE SOILS IF NOT ACHIEVED DURING CONSTRUCTION OF FINISHED GRADES SHOWN ON THE GRADING PLAN. TYPICAL INFILTRATION BASIN CROSS SECTION NOT TO SCALE OCS-INLET FES -114 IE: 950.00' 48" ID OUTLET CONTROL STRUCTURE OCS-111 OUTLET CONTROL STRUCTURE (72") DETAIL NOT TO SCALE PROPOSED GRADE R LID TO FES 116---m.- =950.00' 16--m.- =950.00' 5E =GATE BASE 1-%%J1-%%J��.;ESSARY .v FOR CONSTRUCTABILITY COMPACTED SUBGRADE SEE PLAN FOR RIM ELEVATION Z N- 3 MAX O O II 3' 1 O SEE PLAN FOR EOF ELEVATION F1 1( - CLASS II RIPRAP EMERGENCY OVERFLOW SPILLWAY NOT TO SCALE T^T 'Ak WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: z Q � z G 0 0 (,r)O 0 z O U) I Lu '^ < w J Z v Z Z CL - X ~ Z} Z W75; _ 2 >_o° 0 aJ�(D � U � Lu J w a a 0 Z Lu U) z Q J n W U Q H U) H Z W Z � O O J W d W U � U) o Lu 0 a_ N Lu o � N Q M O O CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �O PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT VO O LIC E�O.: DA*: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP I JRA I DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: CIVIL DETAILS SHEET NO.: C-805 2010 953.20 (7) SPADE AND RELOCATE TREES. IF TREES ARE NOT REMOVED AND NOT RELOCATED, CONTRACTOR TO PROVIDE (3) 2.5" NEW TREES FOR EACH TREE REMOVED. COORDINATE WITH CITY FOR ROW PLANTING LOCATION. G \� K \ \ \ �Qlk �\ INV -938.6 W \ \ INV=938.8 E :1)PP 01 \ 95 �\ o �- :t: . t (1) PG ~ INV -939.9 E NV=939.7 W (7) SPADE AND RELOCATE TREES. ` IF TREES ARE NOT REMOVED AND NOT RELOCATED, CONTRACTOR TO PROVIDE (3) 2.5' NEW TREES FOR EACH TREE REMOVED. COORDINATE WITH CITY FOR ROW PLANTING LOCATION \ \ \ \ \ \ \ \ - - - - - - - - - - - - - - - - - - - - - - - - - - r�-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-�� -- . . . . . . . . . . (1) BP .t. .�. .�. .j. l l ' �� (,)PRr .1� .t. i :..................................................�.�.�.�.�.�. . E. I I --------------_ ...I �• .•............................. .v I� (1) GT (1)BP I I (1)BP (1)GT(1)BP I (1) AR +• (1) GI (3) VT (3) VT (3) VT (3) VT � I \ I I \ I \ \ (1)AR\\ \ (3) HA — — (3) HA LBP — — --- — — — soz8. ---- -- - . — — — — — — — — • (2) MS =1P-Pf0•ekP— — - (2) AG (2) MS(3) SR (1) AG (3) SR (2) MS (2) AG I RIM=956.38 INV=944.6 S/E > 8 SAN >— _ > _ %— — — — — — — — — — — — — — — r-1----- — --------- - - - - -- --------------------------- -I- ----- ------------------------ ------------------ L— t — — — — — — — — — — — — — — — I I I N 0 50 100 GRAPHIC SCALE IN FEET LEGEND PROPERTY BOUNDARY LOT LINE --------- EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE SECTION LINE QUARTER LINE — — — — — — — — — EXISTING EASEMENT LINE EXISTING PROPERTY LINE DECIDUOUS TREE \ \ CONIFEROUS TREE 00* ORNAMENTAL TREE • EXISTING TREE TO BE TRANSPLANTED \ SHRUB/PERENNIAL PLANT ROCK MULCH \1/ MNDOT SEED 25-131 THE CITY OF MONTICELLO REQUIRES 1 CANOPY TREE PER 180 SF OF TOTAL LANDSCAPED AREA AND 25% OF TOTAL ISLAND SF COVERED BY SHRUBS. THERE MUST BE 8 ACI PER 100 LF OF LANDSCAPE STRIP ALONG THE PERIMETER OF PARKING AREAS. 4 ACI OF CANOPY TREES PER ACRE AND 1 SHRUB PER EVERY 10 FEET OF BUILDING WALL FACING PUBLIC ROW. PARKING LOTTREES COUNT TOWARDS THE TOTAL LOT AREA NUMBERS. THIS SITE MUST HAVE TYPE D SCREENING ALONG THE SOUTH BORDER OF A MINIMUM WIDTH OF 20 FEET BEING MADE UP OF 18 ACI CANOPY TREES AND 20 ACI OF UNDERSTORY TREES AND 55 SMALL SHRUBS PER 100 LF AND BE 6 FEET TALL. MITIGATION REQUIRES 3 OR MORE REPLACEMENT TREES EQUALING 18ACI PER HEALTHY TREE REMOVED FROM SITE. Area (FT2)_ Lot Area 435,600 Interior Parking Trees 12 Perimeter Parking Trees 20 Total Lot Trees 40 Total Lot Shrubs 45 Type D Buffer Trees (350 LF) 35 Type D Buffer Shrubs (350 LF) 165 Mitigation Trees (22x3) 66 PLANTING SCHEDULE: Trees QTY SYMBOL COMMON NAME LATIN NAME HEIGHT WIDTH SPACING SIZE WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: (0i U'Y1C z Q 0. z G 0 O O Z� fn a O z v w Z z ��/ F--- U � Z>- z w2i F--- LL O O C) Q J �(D � U � ry H LU J LU a ry 0 z LU U) U) 16 AG AMUR MAPLE ACER GINALA 20' 20' PER PLAN 11/2" B&B 29 Q 15 SR JAPANESE TREE LILAC SYRIGA RETICULATA 30' 25' PER PLAN 11/2" B&B ANNABELLE HYDRANGEA HYDRANGEA ARBORACENS'ANNABELLE' 14 MS SPRING SNOW CRABAPPLE MALUS'SPRING SNOW' 30' 20' PER PLAN 11/2" B&B 2' LU Q 3 AR NORTHWOOD RED MAPLE ACER RUBRUM'NORTHWOOD' 50' 35' PER PLAN 21/2" B&B PER PLAN co 6 GT SKYLINE HONEYLOCUST GLEDITSIATRIACANTHOS'SKYCOLE' 50' 35' PER PLAN 21/2" B&B 44 w 5 BP PAPER BIRCH, CLUMP BETULA PAPYRIFERA 70' 50' PER PLAN 21/2" B&B z a 4 PR NORWAY PINE PINUS RESINOSA 80' 40' PER PLAN U B&B o 0 J 8 PG BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 40' 30' PER PLAN U B&B w 0 6 PP COLORADO GREEN SPRUCE PICEA PUNGENS 60' 30' PER PLAN U B&B w o 77 TOTALTREES 0 a Shrubs QTY COMMON NAME LATIN NAME HEIGHT WIDTH SPACING SIZE 29 VT COMPACTAMERICAN CRANBERRY VIBURNUM TRILOBUM'BAILEYCOMPACT' 6' 6' PER PLAN #5 POT 31 HA ANNABELLE HYDRANGEA HYDRANGEA ARBORACENS'ANNABELLE' S' S' PER PLAN #5 POT 6 RA FRAGRANTSUMAC RHUS ARAMOATICA'GRO-LOW' 2' 8' PER PLAN #5 POT 33 SJ LITTLE PRINCESS SPIREA SPIRAEA JAPONICA 3' 3' PER PLAN #2 POT 14 JS SCANDIAJUNIPER JUNIPERUS SABINA'SCANDIA' 18" 5' PER PLAN #5 POT 44 H HOSTA HOSTA 2' 2' PER PLAN #1 POT 157 TOTAL SHRUBS WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 9 Lu ICD 1-- CV MINE" 0 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �o PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AMA DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOTyQ\ ZN LICE E X10.: Di PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: SHEET TITLE: LANDSCAPE PLAN SHEET NO.: L-101 LANDSCAPE NOTES 1. TREES AND SHRUBS SHALL BE PROVIDED IN THE QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY AS CHOSEN BY THE OWNER/OWNER AS LISTED ON THE LANDSCAPE PLAN L 101. 2. TREES AND SHRUBS SHALL BE HEALTHY, VIGOROUS STOCK, GROWN IN RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS. 3. OWNER RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES, AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. 4. NURSERY STOCK SHALL BE DELIVERED DIRECTLY FROM NURSERY. HEEL IN IMMEDIATELY UPON DELIVERY IF NOT TO BE PLANTED WITHIN FOUR HOURS, COVERING WITH MOIST SOIL OR MULCH TO PROTECT FROM DRYING. STORE PLANTS IN SHADE AND PROTECT FROM WEATHER. 5. PROTECTION FROM EXTREMES IN EXPOSURE AND ROUGH HANDLING SHALL BE PROVIDED FOR ALL PLANT MATERIALS DURING TRANSPORT AND STORAGE. 6. THE CONTRACTOR SHALL NOTIFY THE OWNER 48 HOURS PRIOR TO PLANTING SO THAT A MUTUALLY AGREEABLE TIME MAY BE ARRANGED FOR INSPECTION. 7. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS WITH STAKES CENTERED AT PROPOSED PLANTING LOCATIONS FOR APPROVAL BY OWNER. 8. DO NOT START PLANTING WORK UNTIL LAYOUT IS APPROVED BY THE OWNER. TURF RESTORATION NOTES 1. EDGE RESTRAINT BETWEEN PLANTING BEDS AND TURF SHALL BE BLACK COMMERCIAL GRADE LANDSCAPE EDGING BY COL -MET OR APPROVED EQUAL, 6"x12 GAUGE STEEL. 2. THE ESTABLISHMENT PERIOD FOR SEED SHALL BEGIN IMMEDIATELY AFTER INSTALLATION, WITH THE APPROVAL OF THE OWNER, AND CONTINUE UNTIL THE DATE THAT THE OWNER PERFORMS A FINAL INSPECTION. 3. THE ESTABLISHMENT PERIOD FOR SEEDED AREAS IS 1 YEAR. 4. SEED SHALL CONFORM TO MNDOT SPEC. 3876 SEED; SEED SPECIES COMPOSITION SHALL BE MINNESOTA STATE SEED MIX 25-131 - LOW MAINTENANCE TURF. 5. FERTILIZER SHALL CONFORM TO MNDOT SPEC. 3881, TYPE 2 PHOSPHOROUS -FREE. 6. FERTILIZER SHALL HAVE A FORMULA (N -P -K) AS DETERMINED BY THE RESULTS OF A SOIL TEST. CONTRACTOR TO CONDUCT SOIL TEST AND PROVIDE RESULTS ALONG WITH RECOMMENDED FERTILIZER FORMULA TO OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLICATION. 7. TOPSOIL SHALL BE IMPORTED AND CONFORM TO MNDOT SPEC. 3877.2B LOAM TOPSOIL BORROW. TOPSOIL SHALL BE SCREENED, PULVERIZED, AND CONTAIN LESS THAN 30% CLAY. 8. 6" OF TOPSOIL SHALL BE PLACED IN ALL SEEDING AREAS. 9. INSTALLATION OF SEED SHALL OCCUR WITHIN ONE (1) WEEK OF COMPLETING THE GRADING. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR WATER DURING THE PLANTING ESTABLISHMENT PERIOD. DECIDUOUS TREE PLANTING NOT TO SCALE SPECIES AS SHOW ON PLAN PRUNE ANY DAMAGED OR BROKEN BRANCHES. DO NOT CUT LEADER. ROOT FLARE MUST BE ABOVE FINISHED GRADE. DO NOT COVER ROOT FLARE WITH MULCH DOUBLE SHRED, HARD WOOD MULCH (4") MIN. ROUGH THE SIDES OF THE HOLE SO THEY ARE NOT GLAZED FROM DIGGING. LOOSEN SIDES OF ROOT BALL AND PRUNE DAMAGED, DESICCATED, OR GIRDLING ROOTS. BACKFILL AROUND THE ROOT BALL WITH LOOSE SOIL. WORK SOIL TO SETTLE AND ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY WHEN BACKFILLED 2/3 FULL AND ALLOW TO SETTLE. SET ROOT BALL ON SOIL BACKFILL SO THAT TOP OF ROOT BALL IS ABOVE FINISHED GRADE. INSPECTION AND ACCEPTANCE 1. LANDSCAPE WORK WILL BE INSPECTED FOR ACCEPTANCE IN PARTS AGREEABLE TO THE OWNER, PROVIDED WORK OFFERED FOR INSPECTION IS COMPLETE, INCLUDING MAINTENANCE, FOR THE PORTION IN QUESTION. 2. AT THE CONCLUSION OF THE ESTABLISHMENT PERIOD, WHICH WILL BE ONE YEAR FOLLOWING INITIAL INSTALLATION A FINAL INSPECTION OF PLANTING WILL BE MADE TO DETERMINE THE CONDITIONS OF AREAS SPECIFIED FOR LANDSCAPING. 3. WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE -INSPECTED BY OWNER AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM SITE. PLANTING NOTES 1. UPON APPROVAL OF STAKING LOCATIONS CONTRACTOR SHALL EXCAVATE PLANTING HOLES CENTERED AT STAKED LOCATIONS. 2. DIG HOLES AS DETAILED AND TO A DIAMETER A MINIMUM OF TWO TIMES THE DIAMETER OF THE ROOT BALL OR CONTAINER. 3. REMOVE STICKS, RUBBISH, FOREIGN MATERIALS AND UNDESIRABLE PLANTS AND THEIR ROOTS. REMOVE STONES MEASURING OVER 1-1/2 INCHES IN ANY DIMENSIONS. 4. SET BALLED AND BURLAPPED (B&B) STOCK ON LAYER OF COMPACTED PLANTING SOIL MIXTURE, PLUMB AND IN CENTER OF PIT OR TRENCH WITH TOP OF ALL AT SAME ELEVATION AS ADJACENT FINISHED LANDSCAPE GRADES. 5. ROOT FLARE OF THE TREE MUST BE ABOVE FINISHED GRADE. 6. CUT ALL CORDS AND TWIN AND REMOVE WIRE BASKET AND BURLAP FROM TOP AND SIDES OF BALLS; RETAIN BURLAP ON BOTTOMS. 7. WHEN SET, PLACE ADDITIONAL PLANTING SOIL BACKFILL AROUND BASE AND SIDES OF BALL, AND WORK EACH LAYER TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS. 8. WHEN EXCAVATION IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDER OF BACKFILL. 9. REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING FINAL LAYER OF BACKFILL. 10. FOR CONTAINER GROWN STOCK, SAME AS FOR BALLED AND BURLAPPED STOCK, EXCEPT CUT CONTAINERS ON SIDES INTO QUARTERS WITH SHEAR. REMOVE CONTAINER BEFORE SETTING PLANT SO AS NOT TO DAMAGE ROOT BALLS. 11. WATER EACH PLANT WITHIN 2 HOURS OF PLANTING. 12. ALL PLANTINGS TO BE MULCHED UNLESS OTHERWISE NOTED ON THE PLAN. 13. PLACE 4 -INCH THICKNESS OF MULCH AROUND TREES AND SHRUBS WITHIN A PERIOD OF 48 HOURS AFTER THE SECOND WATERING. 14. DO NOT PLACE MULCH IN DIRECT CONTACT WITH TRUNKS OR STEMS. MAINTENANCE NOTES 1. WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE -INSPECTED BY OWNER AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM SITE. 2. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. 3. MAINTAIN TREES AND BUSHES INCLUDING WATERING FOR ONE YEAR AFTER ACCEPTANCE BY OWNER. IT IS CONTRACTORS RESPONSIBILITY FOR COORDINATE WATERING. 4. TRIM, PRUNE, REMOVE CLIPPINGS AND DEAD OR BROKEN BRANCHES, AND TREAT PRUNED AREAS AND OTHER WOUNDS. 5. IT IS THE CONTRACTOR'S OPTION WHETHER OR NOT TO STAKE TREES. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN AN UPRIGHT POSITION THROUGHOUT THE ONE-YEAR GUARANTEE PERIOD. GUARANTEE AND REPLACEMENTS 1. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER OWNER ACCEPTANCE AND SHALL BE ALIVE AND IN SATISFACTORY CONDITION AT THE END OF THE GUARANTEE PERIOD. SUCH GUARANTEE EXCLUDES VANDALISM. 2. AT THE END OF THE ONE-YEAR GUARANTEE PERIOD, INSPECTION WILL BE MADE BY THE OWNER UPON WRITTEN NOTICE BY THE CONTRACTOR AT LEAST FIVE DAYS BEFORE THE ANTICIPATED DATE. ANY PLANT MATERIAL REQUIRED UNDER THE CONTRACT THAT IS DEAD OR NOT IN SATISFACTORY CONDITION, AS DETERMINED BY THE OWNER, SHALL BE REMOVED FROM THE SITE, AND SHALL BE REPLACED AS SOON AS CONDITIONS PERMIT DURING THE NORMAL PLANTING SEASONS. 3. THE OPINION OF THE OWNER SHALL GOVERN IN ANY AND ALL DISPUTES BY THE CONTRACTOR REGARDING THE CONDITION AND DISPOSITION OF UNSATISFACTORY MAINTENANCE PROCEDURES OR REJECTED PLANTS. 4. ALL REPLACEMENTS SHALL BE PLANT MATERIAL OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. REPLACEMENT COSTS SHALL BE BORNE BY THE CONTRACTOR. 5. REPLACEMENT PLANTINGS REQUIRED AT THE END OF THE GUARANTEE PERIOD ARE NOT TO BE GUARANTEED. THE PLANT MATERIAL IS SUBJECT TO INSPECTION AND REJECTION BY THE OWNER BEFORE AND AFTER PLANTING. CONIFEROUS TREE PLANTING NOT TO SCALE TOY WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM CLIENT: Lu J U W O ry n O z w SPECIES AS SHOW ON PLAN PRUNE ANY DAMAGED OR BROKEN BRANCHES. DO NOT CUT LEADER. ROOT FLARE MUST BE ABOVE FINISHED GRADE. DO NOT COVER ROOT FLARE WITH MULCH DOUBLE SHRED, HARD WOOD MULCH (3") MIN. ROUGH THE SIDES OF THE HOLE SO THEY ARE NOT GLAZED FROM DIGGING. LOOSEN SIDES OF ROOT BALL AND PRUNE DAMAGED, DESICCATED, OR GIRDLING ROOTS. z 1113 _ 17,01M 1 I� Iow•�i�i:I_3iriil201 m 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM z 0 U)z Q a x LLI J U Q z Q J n W c� U) z Lu 2i a O J W Lu 0 0 a BALL IS ABOVE FINISHED GRADE. Lv o � N 0 0 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 0 OWJ Lu z U_ z 0 2z LL D 00 � U U = CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �o PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT LICE E X10.: Di PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: LANDSCAPE DETAILS AND NOTES SHEET NO.: L-1 02 BACKFILL AROUND THE ROOT BALL WITH LOOSE SOIL. WORK SOIL TO SETTLE AND ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY WHEN BACKFILLED 2/3 w FULL AND ALLOW TO SETTLE. 0 1113 _ 17,01M 1 I� Iow•�i�i:I_3iriil201 m 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM z 0 U)z Q a x LLI J U Q z Q J n W c� U) z Lu 2i a O J W Lu 0 0 a BALL IS ABOVE FINISHED GRADE. Lv o � N 0 0 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 0 OWJ Lu z U_ z 0 2z LL D 00 � U U = CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �o PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT LICE E X10.: Di PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: LANDSCAPE DETAILS AND NOTES SHEET NO.: L-1 02 2010 2314 2055 � 'ZO a c � 2310 \ \ \ G c � F 2264 E 9 953.22 F Tf zz 55.81 SGT \ „_ l II �1 i RIM=959.04 INV=950.64 'I 1 v II II I II Iv I V 10 W9.65 I v+ V� IV I� IV II II IV II v RIM- 5.06 INV -94 6 I V 2446 ° 956.36 TRD 6" II IV I V" o II V� 1 2389 C ° 1956.92 1 TRD 10" 02347 956.80 TRD 8" c\ 2276 C H \403 =95\ INV- 48.6.6 S INV=948. \/lj RIM ry 305 \ -948'. RIM -95 . \C\M V= N n -938.6 W ANNO cC INV=938,$ E \ CN \ \\\\CO (D2221 1 �'`� 958. 958.65 �..J TRD 12" \\ CC\ cp`C \? 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E/W r - *82042'53Y� - - - - LMF RLS 24984 1 - - - - INV=946.6 N 955.70 1 =9 8 CANNOT REA( TRD INV=944.6 S/E 8" SAN i - 1 >-->-->-------------}�- /'- INV=947.07 >> » >> - - >> - - > - - - - - - I�/ r --- » yl"RCP >>-- >> -->>-->�------- - --- GG >> > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A - RIM=956'.19 1349 - - - - - INV=9479 E/W 957.74 1 LP I 68.5° Horiz 10° Vert WB -67 - Interstate Semi -Trailer Overall Length Overall Width Overall Body Height Min Body Ground Clearance Max Track Width Lock -to -lock time Max Steering Angle (Virtual) 40 N 0 50 100 GRAPHIC SCALE IN FEET 73.501 ft 8.500ft 13.500ft 1.334ft 8.500ft 6.00s 28.40° 8 22 Pumper Fire Truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock -to -lock time Max Wheel Angle 40.000ft 8.167ft 7.745ft 0.656ft 8.167ft 5.00s 45.00° WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 IV ^jik IV WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: (0i U'Y1C 0 z LU U) W Q O z p U) 2441 Z Z 0.92 LLI Z �� } � o0 ��^^",��`2,'454 2 �' ` TRC 2O56��'�nnnnCC' ,437 ,,,56 99 253 J �(D U � TRC29'��7 1N�A,,L�,, 94 VVVVVV ```"`��»> TRC 20" k^\ TRC 20" 959.04 TRD 30" 2415 2468 ° 952.12 24 2462 LL II 3 J 56.V 5. 8° 955.86 V R12"' CR v V I tINV=947.55 L J 956.98 �db4 6„ 1 �955 421g47p,, 2472�J 2426 D 6'1 T �D�o3;�`/ 52.8453.93 2 _ /�A 24 B' 95 957.21 TRC 8" I {{{{{{NN" TRC 15" TRB $ �j5g.7g TR TR B `�/v 2473 2412 TRC 3' 956.9 _ 2399 953.30 I 2401 TRB ° TRD 8" 6� 57.66 2�47�6, 2475 TRD 8" M"6_ ` iia-J(�1P 1§55.11 TRD 8" I 1 2405 \ 1377 �06 \ \ 950.21 2.53 \ ��.../// TRD TRC 20" \ \ 1 1376\ 0 50.10 \ � � - L-- --�� T TRC I L� J nRa1NA�€ �N6- JL ITY EAS EN7 1 50 T T 1f 1f 1 ------/// ---- T - 3 '�------------L4e4-IR-40,e f---------- IIV=955. E/W r - *82042'53Y� - - - - LMF RLS 24984 1 - - - - INV=946.6 N 955.70 1 =9 8 CANNOT REA( TRD INV=944.6 S/E 8" SAN i - 1 >-->-->-------------}�- /'- INV=947.07 >> » >> - - >> - - > - - - - - - I�/ r --- » yl"RCP >>-- >> -->>-->�------- - --- GG >> > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A - RIM=956'.19 1349 - - - - - INV=9479 E/W 957.74 1 LP I 68.5° Horiz 10° Vert WB -67 - Interstate Semi -Trailer Overall Length Overall Width Overall Body Height Min Body Ground Clearance Max Track Width Lock -to -lock time Max Steering Angle (Virtual) 40 N 0 50 100 GRAPHIC SCALE IN FEET 73.501 ft 8.500ft 13.500ft 1.334ft 8.500ft 6.00s 28.40° 8 22 Pumper Fire Truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock -to -lock time Max Wheel Angle 40.000ft 8.167ft 7.745ft 0.656ft 8.167ft 5.00s 45.00° WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 IV ^jik IV WENCK 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.WENCK.COM 1295 BANDANA BLVD N SUITE 200 ST. PAUL, MN 55108-2735 PHONE: 651-642-9200 FAX: 651-642-1101 WWW.POPEARCH.COM CLIENT: (0i U'Y1C 0 z LU U) W z Q J LU U) z LU Z � O 0 LUJ d W 0 C1 W 0 0 a_ N W O � CV Q O M O O CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �O PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT VO O LIC E�O.: DA*: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: VEHICLE ACCESS PLAN SHEET NO.: EX -1 Q O z p U) J W Z Z 0.92 LLI Z �� } � o0 J �(D U � Q LL z Q J LU U) z LU Z � O 0 LUJ d W 0 C1 W 0 0 a_ N W O � CV Q O M O O CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR REPORT WA �O PREPARED BY ME OR UNDER DIRECT SUPERVISION AND T AM A DULY LICENSED PROFES ENGINEER UNDER THE OF THE STATE OF MINNESOT VO O LIC E�O.: DA*: PROJECT NO.: 5898-0002 DWN BY: CHK'D BY: APP'D BY: JTP JRA DML ISSUE DATE: 01/06/2020 ISSUE NO.: 1 SHEET TITLE: VEHICLE ACCESS PLAN SHEET NO.: EX -1 Luminaire Schedule Symbol Qty Label Arrangement LLF Description Arr. Watts Lum. Lumens SITE GROUND 3 AA2 BACK -BACK 0.900 MCGRAW GLEON-AF-04-LED-EI -5WQ MOUNT ON 22FT POLE WITH 3FT BASE 450 25871 CIRCLE PARKING 9 BB SINGLE 0.900 MCGRAW GLEON-AF-03-LED-EI-SL2-HSS MOUNT ON 22FT POLE WITH 3FT BASE 166 15397 NORTH PARKING 8 CC SINGLE 0.900 MCGRAW GLEON-AF-04-LED-EI-SL4-HSS MOUNT ON 22FT POLE WITH 3FT BASE 225 19935 ® 3 DD SINGLE 0.900 MCGRAW GWC-AF-0I-LED-EI-T4FT WALL MOUNT AT APPROX 20FT 59 6542 Calculation Summar Label CaIcType Units Avg Max Min Avg/Min Max/Min SITE GROUND Illuminance Fc 0.57 5.2 0.0 N.A. N.A. CIRCLE PARKING Illuminance Fc 3.02 4.5 1.3 2.32 3.46 NORTH PARKING Illuminance Fc 2.58 5.2 1.0 2.58 5.20 TYPE AA,2, BB & CC TYPE DD GENERAL NOTES: A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITY FOR THE INTERPRETATION OF THIS CALCULATION OR COMPLAINCE TO THE LOCAL, STATE, OR FEDERAL LIGHTNG CODES OR ORDINANCES. B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTION DOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCE OF THE PRODUCT. C. 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S/--\ -/�I Innl n r��ITInNI I\\ \II\ ISI Ni=s .,s -95s [-I I �1 I I I / I I \ 1 I ( -- SAN ,95�-'7 --�--------- IVI �/I v I I �L_L_L_�//-\LJLJI I I �/I V 1111\III,111h,�/ -------_---- » ----- » -- sr_ / -- RCP_�--Z>--» »_\»---�------------- --- - RIM=955.29 LEGEND O SET MONUMENT X FENCE LINE • FOUND MONUMENT A A A n n A A RETAINING WALL O SANITARY SEWER MANHOLE » STORM SEWER > > SANITARY SEWER co SANITARY CLEANOUT I WATERMAIN sr STORM SEWER MANHOLE G UNDERGROUND GAS LINE ® STORM SEWER INLET COM UNDERGROUND COMMUNICATION LINE ® STORM SEWER INLET F/0 UNDERGROUND FIBER OPTIC LINE UE UNDERGROUND ELECTRIC LINE a FLARED END SECTION OU OVERHEAD UTILITY LINE ® CURB STOP VALVE BUILDING HYDRANT O WATER WELL WATER GATE VALVE OO GAS MARKER GAS VALVE GM GAS METER ® COMMUNICATIONS PEDESTAL QT TELEPHONE MANHOLE EP ELECTRICAL PEDESTAL EM ELECTRIC METER ® ELECTRIC TRANSFORMER ELECTRIC MANHOLE TRAFFIC SIGN C BOLLARD/POST cO-) UTILITY POLE E--- ANCHOR CABLE LIGHT POLE DECORATIVE LIGHT El HAND HOLE EXISTING PARCEL DESCRIPTION: 0 30 60 SCALE IN FEET Lots 1 and 2, Block 1, MONTICELLO COMMERCE CENTER SIXTH ADDITOIN, according to the recorded plat thereof, Wright County, Minnesota. SURVEYORS NOTES: 1. This survey was prepared based on a cursory title review, the surveyor does not guarantee that all or any adverse interests, easements or other encumbrances are shown or that the owner listed has fee title to the property. 2. Underground utility lines shown hereon are based on markings and maps provided as a result of a Gopher State One Call utility locate request. Wenck cannot guarantee that all lines were marked or that the markings or maps are accurate or complete.3. 3. The survey data was collected in the Wright County Coordinate System NAD83(11) and the NAVD88 vertical datum. SURVEYORS CERTIFICATION: I hereby certify that this survey was completed by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. 1/2/2020 Chris Ambourn Date LS 43055 cy1 4411 R�qo 0 DEMO EXISTING ENTRANCE o, DRIVE AND SIDEWALK EXISTING SITE PROPOSED NEW SITE DEMOLITION PLAN 1" = 40'-011 NORTH Z O POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com otm UMC NEW PRODUCTION FACILITY MONTICELLO, MINNESOTA DEMO SITE PLAN Issues and Revisions: 1 CONCEPT 11-18-19 PROPOSAL 2 PUD 01-06-20 DEVELOPMENI STAGE PLAN Commission No: 74761-19170 Drawn b�: Author Checked A A jecker PF SHEET ■ TRUE SHEET SCALE C:\Revit Projects\74761-19170 UMC Monticello New Production Facility - fMOMMHUrN FIkbdiller@popearch.com.rvt - NEW SIDEWALK TO CONNECT TO EXISTING SIDEWALK. CONTINUE ACROSS BOTH UMC PROPERTIES WORK IN SHADED AR 1 I I I 1 I I I I 1 1 A1.3 NEW SIDEWALK 1 1 1 1 1 \ 1 1 PARKING SETBACK 1 \ � 1 \ 1 C/y 1 q� 1 \ \ \ NEW SIDEWALK,,,\ i 138 SPACES TOTAL SITE PLAN GENERAL NOTES Notes a & b should be added if a survey is included in the documents. edit the surveyor information and the date of the document. A) SITE INFORMATION HAS BEEN TAKEN FROM A SITE SURVEY PREPARED BY (surveyor and address) DATED date . GENERAL CONTRACTOR IS TO VERIFY ALL SITE INFORMATION BEFORE STARTING CONSTRUCTION, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. B) REFER TO THE GENERAL NOTES FOR OTHER APPLICABLE INFORMATION. Add notes a, b & c instead of the notes above if a current survey is not available and site information has been approximated. A) THE LOCATION AND SIZE OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION FOR INFORMATION. VERIFY ALL UTILITIES WITH THE APPROPRIATE UTILITY COMPANIES, OTHER APPROPRIATE AGENCIES AND OBSERVED EXISTING CONDITIONS. B) EXISTING SITE CONDITIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND MAY NOT REPRESENT ALL EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES WITH DRAWINGS. C) REFER TO THE GENERAL NOTES FOR OTHER APPLICABLE INFORMATION. SITE DATA LEGAL DESCRIPTION: Sect -13 Twp -121 Range -025 MONTI COMMERCE CENTER 6TH ADDN Lot -002 Block -001 ZONING DISTRICT: IBC ZONING REQUIREMENTS BUILDING SETBACKS FRONT REAR SIDE STREET INTERIOR SIDE INTERIOR SIDE PARKING SETBACKS FRONT REAR SIDE SITE AREA PROPOSED BUILDING AREA MAXIMUM BUILDING AREA (FLOOR AREA RATIO = —%) MAXIMUM BUILDING COVERAGE ( %) I 1 1 MAXIMUM IMPERVIOUS SURFACE ( %) 1 NEW PARKING 1 AREA 1 1 REQUIRED PARKING SPACES OFFICE (1 SPACES PER 300 S.F.) 1 I I 1 WAREHOUSE/ MANUFACTURING (1 SPACES PER 1,250 S.F.) \ 1 1 TOTAL SPACES REQUIRED \ \ I I SPACES PROVIDED \ 1 1 TOTAL SPACES PROVIDED ACCESSIBLE PARKING SPACES 1 STANDARD VAN �•- mmmmmo 1 � 1 I 1 I 1 I 1 I 1 1 1 � 1 I 1 1 I I 1 NO WORK IN SHADED AREAS I 1 EXISTING BUILDING 1 1 1 1 1 NEW BUILDING 1 II I 1 1 1 LINK 1 I 1 1 II 1 I 1 i I I i I 1 I I 1 1 EXISTING SIT 1 1 Y I I PROPOSED FUTURE EXPANSION m I w Y \ I I PROPOSED FUTURE EXPANSION Q m LU U) c7 z Y a- � I I I L - NEW RING ROAD - -- EXISTING LANDSCAPE BARRIER ----- -_ -------- ---- LANDSCAPE BARRIER ------------ PROPOSED NEW SITE - - DRAINAGE AND UTILITY EASEMENT - PARKING SETBACK — - - — --------- SITE PLAN 1" = 50'-011 REQUIRED 50' 40' 50' 30' 30' 6' 6' 6' 321,908 S.F. (7.39 ACRES) (RESERVED) (RESERVED) (RESERVED) (RESERVED) 16.6 35.3 52 7 1 PROVIDED 155'-6" 341' N/A' 143'-5" 0' T-3" 43'-l" 2'-5" 321,908 S.F. (7.39 ACRES) 49,169 S.F. 53,511 S.F. 17% 15.5% 152,149 S.F. 48% 149 149 7 1 Z H Z U O H O z POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com OLM UMC NEW PRODUCTION FACILITY MONTICELLO, MINNESOTA ARCHITECTURAL SITE Issues and Revisions 1 CONCEPT 11-18-19 PROPOSAL 2 PUD 01-06-20 STAGE PLAN Commission No: 74761-19170 Drawn bv: Author Checked b : cker SHEET ■ TRUE SHEET SCALE C:\Revit Projects\74761-19170 UMC Monticello New Production Facility - fMOMMHUM FIkWiller@popearch.com.rvt ,1:1,.,, KICIA1 QIr1C\A/AI v ENLARGED SITE PLAN 1 If = 30'-011 NORTH POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com otm UMC NEW PRODUCTION FACILITY MONTICELLO, MINNESOTA ENLARGED SITE PLAN Issues and Revisions: 1 CONCEPT 11-18-19 PROPOSAL 2 PUD 01-06-20 DEVELOPMENI STAGE PLAN Commission No: 74761-19170 Drawn bv: Author Checked A A Aftcker PF SHEET I A■ TRUE SHEET SCALE C:\Revit Projects\74761-19170 UMC Monticello New Production Facility - fMOMMHUM FIkbdiller@popearch.com.rvt EXTERIOR MATERIAL FINISH SCHEDULE MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION PRECAST CONCRETE PCAST - 1 FABCON PAINT SW 6254 LAZY GRAY ALL ELEVATIONS WALL PANELS PRECAST CONCRETE PCAST - 2 FABCON PAINT SW 7069 IRON ORE ALL ELEVATIONS WALL PANELS MP -1 METAL PANEL ALUCABOND KYNAR MATCH SW 6789 FIN BLUE MOSQUE MP -2 METAL PANEL ALUCABOND KYNAR MATCH SW 6254 LAZY GRAY NORTH AND WEST ELEVATIONS MP -3 METAL PANEL ALUCABOND KYNAR MATCH SW 7069 IRON ORE NORTH AND WEST ELEVATIONS FLASH - 1 CAP FLASHING FIRESTONE KYNAR MATCH SW 7069 IRON ORE WALL CAP FLASHING ALL ELEVATIONS AFS FLASH - 1 WINDOW SILL OLDCASTLE ANODIZED ALUMINUM CLEAR ALL ELEVATIONS FLASHING AFS -1 ALUMINUM WINDOW OLDCASTLE ANODIZED ALUMINUM CLEAR ALL ELEVATIONS FRAMES NOTE: THE "BASIS OF DESIGN" MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL INFORMATION AND OTHER APPROVE D SUBSTITUTIONS. OWNER APPROVAL OF EXTERIOR DESIGN AND MATERIALS: SCHEMATIC DESIGN PHASE OWNER SIGNATURE: DATE DESIGN DEVELOPMENT PHASE: OWNER SIGNATURE: DATE: CONSTRUCTION DOCUMENT PHASE: OWNER SIGNATURE: DATE: CONSTRUCTION ADMIN. PHASE: OWNER SIGNATURE: DATE: I INI WEST BUILDING ELEVATION 1 if = 20'-011 FIN 150'-0" .OOF LEVEL 136-0" OND LEVEL OIL 115'-0" IRST LEVEL OL 100'-0" I iivi v 1\ cUA iv v1 i v 1X ----- Mr -Z)_ 1 ---- EAST BUILDING ELEVATION 1 If = 20'-011 1 2 3 4 El neu I PCAST-2 �Wwi rA SOUTH BUILDING ELEVATION 1" = 20'-011 n4 r-1 ACI" � n3 RAM 4 n2 in FIN AL 150'-0" ROOF LEVEL 136'-0" FIRST LEVEL 100'-0" Z O NORTH BUILDING ELEVATION 1 if = 20'-011 POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com UMC NEW PRODUCTION FACILITY MONTICELLO, MINNESOTA EXTERIOR ELEVATIONS, EXTERIOR MATERIAL FINISH SCHEDULE Issues and Revisions: 1 CONCEPT 11-18-19 PROPOSAL 2 PUD 01-06-20 DEVELOPMENI STAGE PLAN Commission No: 74761-19170 Drawn bv: Author Checked b ecker SHEET ■ TRUE SHEET SCALE C:\Revit Projects\74761-19170 UMC Monticello New Production Facility - fMMM1494a FIkbviller@popearch.com.rvt UMC Proposed Signage Locations s� III 0=- =-------� S - — — — — — — — — — — — — — 1 ------------------------- j L J. ------------------------- 01.08.2020 Truck Entrance Main Entrance Truck Exit Ce Flag Pole Monurpentniimium. U1 11111111111111111 Fin/UMC Bldg Sign Curr4nt UMC Bldg Sign s� III 0=- =-------� S - — — — — — — — — — — — — — 1 ------------------------- j L J. ------------------------- 01.08.2020 City Council Agenda: 9/14/2020 2H. Consideration to approve a Request for Amendment to Planned Unit Development for the Removal of a Required Fence & Conversion of Self -Storage Space into an Office Use Accessory to the Self -Storage Use. Applicant: Keith Burnham, Affordable Storage. (NAC) Property: Legal: 3936 Chelsea Road West Lot 11, Block 4, Groveland Addition Planning Case Number: 2020-024 A. REFERENCE & BACKGROUND Request(s): Deadline for Decision: Land Use Designation: Zoning Designation: Overlays/Environmental Regulations Applicable: Current Site Use: Surrounding Land Uses: North: East: South: West: PUD Amendment to previously approved Planned Unit Development December 9, 2020 Places to Shop B-3, Highway Business District NA Self — Storage (under development) Mixed Use — Commercial Vacant/Commercial Single Family Residential Vacant Commercial Project Description: The applicant received a PUD approval in the summer of 2017, with a phasing plan and approval for certain delayed site improvements, including fencing, building materials, and paving, among others. The applicant then received an Adjustment to the PUD to accelerate the phasing of the approved buildings, and delay fencing and final landscaping improvements until construction on Phases 2 and 3 are complete. In this proposed PUD Amendment, the applicant is seeking removal of the fence from the site/landscape plan, and the addition of an on-site office location in the first building, which had originally contained only an unstaffed entry lobby. City Council Agenda: 9/14/2020 ANALYSIS The City Council approved the Development Stage PUD for the self -storage project in August of 2017, with a series of conditions as adopted by the Planning Commission. The Adjustment was approved by the City Council in September of 2018. The PUD Adjustment made no real substantive changes to the PUD, however, dates specified for completion of the fencing and landscaping were moved from September 15th of 2018 to September 15th of 2020. The original dates were established as phasing of the buildings was initially expected to take several years, and the site amenities were considered important to establish and maintain an attractive site while much of the building area stood vacant pending construction. The Adjustment acknowledged that construction of the buildings was on a significantly faster track, and holding final site landscaping and fencing until near completion was reasonable to avoid construction conflicts. It is common that such amenity improvements are among that last phases of site construction. Fencing. The current PUD Amendment asks for removal of the fence condition altogether. The applicant argues that the fences applied to other properties in the area suffer from collision and damage, in turn defeating the aesthetic purpose they are intended to serve. For Affordable Storage, the fence was an aesthetic addition to the site, rather than a security provision — the applicant suggested at the time that security would not be an issue, and has reiterated that position with this new application. As such, the question for the Planning Commission and City Council is whether the aesthetic aspect of the fence was a key component in approving the PUD, essentially a site planning improvement that weighted the project toward meeting the requirement for enhanced site and building design in exchange for the flexibility otherwise provided by PUD zoning. The fence was designed as a "wrought iron" design between masonry pillars every 100 feet along the Innsbrook and Chelsea Road frontages. The fence was intended to supplement the proposed landscaping in screening the self -storage buildings' visual impact from the street. In substitute for the fence, the applicant has redesigned the landscape plan to add a 2 - foot tall natural boulder wall along the majority of the Chelsea Road frontage. This wall would support the landscape plantings above the wall, adjacent to the drive aisles, and permit the flattening of the area adjacent to the current pathway, replacing a sloped and mulched area with a more level sodded grass area. In this way, the applicant suggests that the wall replaces the "structural" element previously created by the fence and pillars, and results in a more attractive and maintainable landscape, both above and below the wall. In addition to the boulder wall, the applicant is proposing to add ornamental boulders to a portion of the landscaped area, and 6 additional spruce trees along the common boundary with the RV center, creating a more recognizable edge between the two properties. 2 City Council Agenda: 9/14/2020 Landscape/Groundcover. The applicant also requests a slight adjustment in the ground cover portion of the landscaping along the western boundary shared with the RV center. On the RV side of the shared property line, the City approved a rock mulch cover, based on the applicant's request that plant materials would be difficult to maintain in this area as RV units extended over the area. In this application, Affordable Storage is requesting a similar treatment, replacing the previously approved sod with rock mulch to match the RV ground treatment. Office Space. The final aspect of the Amendment is to remodel a portion of the initial entry building to add a staffed office space. This request was based on the applicant's experience with this and other installations. Clarifying that the office space is used as an administrative area for the Affordable Storage use (rather than a leased office to a non-affiliated business), there would be no issues with this change. Such offices are common to these businesses, and a small parking area has already been made a component of the site improvements. It is noted that the applicant will need to work with the City to provide appropriate utility services to such a space. The Conditions of Approval would change as follows: 1. Redesign of the site plan to accommodate 24 feet of width for all drive aisles. 2. Provision for pavement markings and bollards in the center aisle area to ensure protection of building corners due to the curved aisle design. 3. Rock mulch in the planting areas to be larger irregular materials to protect pathway. 4. Transition grading between phases. 5. No outdoor storage permitted. 6. No use of future phase areas until such phase is developed in accordance with the approved plan. 7. Provide signage plans in compliance with Sign Ordinance requirements by separate permit. 8. Site lighting in compliance with City ordinances. 9. Compliance with City Engineer's report dated July 5th, 2017. 10. Execution of development agreement. 11. Grading and restoration of the site to be completed with first phase. 12. Utilities, including curb and gutter, completed for Phases 1 and 2 with the first phase of development. 13. The fence, as proposed at the August 2017 Planning Commission meeting, would be deleted and replaced with the improvements shown on the landscaping plan dated 8/10/20, including the 2 -foot tall boulder wall and other additions ineltiding eelumns evei=y 100 feet along Chelsea, shall be installed by Septembe 4th�0-, with the first pot4io of the f nee to be , rst.., eted to , o ra ..i Phase 1 and shevffi in the plans. In the alternative, the Commission may require a reduced fencing component, concentrating on the corners of the site in question. The Planning Commission did not seek to add the corner ornamental fencing. 3 City Council Agenda: 9/14/2020 14. Building elevations and materials for buildings facing Chelsea Road and Innsbrook Drive shall be as shown in the Planning Commission packet of August 1, 2017, and building elevations revised to clearly detail material and facades for all building within the project. 15. Revise Approval of the landscaping plan dated 8/10/20 to illustrate the „ropoSeA fenee an include a timeline for landscaping for Phase 1 in spring 201 8—,and September- 15'h, 2018, f the b.,lanee of the devel„»�fflen4 of as required by City Council resolution. 16. Site .,rang plan subject to the City Engineer's comments and those of the Fire Department as related to the northerly access. 17. Modifying the original landscaping plans to replace sod with rock mulch along the westerly common boundary with the RV center as illustrated on the landscape plans dated 8/10/20. Staff believes that the request is reasonable, and consistent with the original intent of the PUD, with the noted change to the fence construction. As an alternative, the Commission could consider removing the bulk of the fencing from the Innsbrook and Chelsea frontages, but retaining sections as aesthetic enhancements to the landscape, particularly at the project corners. At the time of the initial PUD approval, it was believed that enclosing the site with fence and landscaping would leave a more ordered looking and secure site. Modification of these improvements should be considered in view of the interest in ensuring that PUD development includes sufficient amenities to justify flexibility from zoning requirements in other areas. Planning Commission Review and Recommendation The Planning Commission reviewed this request and held a hearing on the item on September 1 st. Chairman Sam Murdoff recused himself from discussion and action on the item. Planner Grittman noted that the ornamental fence was proposed by the applicant and was not a requirement of the ordinance for the use. He noted that the fence was not a security component, but rather added an aesthetic element to the proposal, which could be similarly met by the proposed boulder wall. The applicant Keith Burnham was present to address the Commission. In their discussion, the Commission confirmed with the applicant the location and number of plantings proposed. Specifically, the Commission confirmed the addition of evergreen plantings on the west edge of the site. It was also noted that the original conditions remained in effect, with modifications added to reflect the amendment. Resident Sam Murdoff addressed the Commission, noting that as a Commissioner reviewing the item previously, he had made specific comment related to requiring the fence as part of the PUD. However, at this time, he stated that he believed the boulder wall to be an appropriate replacement. Following their discussion, the Planning Commission recommended unanimously the proposed changes and amendment to the PUD. C! City Council Agenda: 9/14/2020 B. ALTERNATIVE ACTIONS The Planning Commission unanimously recommends Alternative 1 below. Motion to approve an Amendment to the PUD for Affordable Storage, subject to the amended conditions in Exhibit Z, including amending the fence condition to delete the fence and replace with the improvements shown on the landscaping plan dated 8/10/20, including the 2 -foot tall boulder wall and other additions, based on findings in Resolution PC -2020-025. 2. Motion to deny adoption. 3. Motion to table action. C. STAFF RECOMMENDATION Staff recommends approval of the Resolution as noted in Alternative 1, modifying conditions with the details relating to the fencing and landscaping, and adding a condition related to improvements and use of the office space. It should be noted that at present, the applicant is in conformance with the other prior approved conditions of the PUD. Council will note that a landscaping security is held to guarantee all landscaping on site and the construction of the boulder wall in place of the fence. D. SUPPORTING DATA A. Resolution PC -2020-025 B. Aerial Site Image C. Applicant Narrative D. Revised Site Plan, dated 8/10/20 E. Revised Landscaping Plan, dated 8/10/20 F. Revised Grading Plan, dated 8/10/20 G. Approved Site Plan H. Approved Landscaping Plan I. Approved Fence Design Z. Revised Conditions of Approval EXHIBIT Z Affordable Storage PUD Adjustment 3936 Chelsea Road West Lot 11, Block 4, Groveland Addition As recommended by the Planning Commission on 09/01/20 1. Redesign of the site plan to accommodate 24 feet of width for all drive aisles. 2. Provision for pavement markings and bollards in the center aisle area to ensure protection of building corners due to the curved aisle design. 3. Rock mulch in the planting areas to be larger irregular materials to protect pathway. 4. Transition grading between phases. 5 City Council Agenda: 9/14/2020 5. No outdoor storage permitted. 6. No use of future phase areas until such phase is developed in accordance with the approved plan. 7. Provide signage plans in compliance with Sign Ordinance requirements by separate permit. 8. Site lighting in compliance with City ordinances. 9. Compliance with City Engineer's report dated July 5th, 2017. 10. Execution of development agreement. 11. Grading and restoration of the site to be completed with first phase. 12. Utilities, including curb and gutter, completed for Phases 1 and 2 with the first phase of development. 13. The fence, as proposed at the August 2017 Planning Commission meeting, would be deleted and replaced with the improvements shown on the landscaping plan dated 8/10/20, including the 2 -foot tall boulder wall and other additions ineluding with the fir-st portion of the fenee to be eonstmeted to eoffespond with Phase I an Shown in the PIMS. 14. Building elevations and materials for buildings facing Chelsea Road and Innsbrook Drive shall be as shown in the Planning Commission packet of August 1, 2017, and building elevations revised to clearly detail material and facades for all building within the project. 15. lie Approval of the landscaping plan dated 8/10/20 to illustrate the „ropoSeA fenee an include a timeline for landscaping for- Phase 1 in spring 201 &,-and September- 15'h, 2018, f the b.,lanee of the devei„r,. en4 of as required by City Council resolution. 16. Site .,rang plan subject to the City Engineer's comments and those of the Fire Department as related to the northerly access. 17. Modifying the original landscaping plans to replace sod with rock mulch along the westerly common boundary with the RV center as illustrated on the landscape plans dated 8/10/20. 18. The developer shall enter into an agreement for the PUD Amendment. M CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-025 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE AFFORDABLE STORAGE PLANNED UNIT DEVELOPMENT REVISING THE SITE, USE, AND LANDSCAPING IMPROVEMENTS IN THE AFFORDABLE STORAGE PUD ZONING DISTRICT WHEREAS, the applicant has submitted a request to revise certain aspects of an existing self -storage project, including the addition of a staffed office, additions to the landscaping, and modifications or removal of an approved fence; and WHEREAS, the site is zoned PUD, Planned Unit Development, and is subject to a previously approved Planned Unit Development ordinance; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of "Places to Shop" for the area; and WHEREAS, the applicant has provided updated plans illustrating the changes dated 8/10/20; and WHEREAS, the uses are consistent with the intent and purpose of the underlying zoning district; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing on September 1 st, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the Affordable Storage PUD Zoning District. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-025 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The plan amendments meet the intent and requirements of the applicable zoning regulations, subject to the flexibility granted under the PUD and the conditions attached to this PUD Amendment. 5. Changes to utility services are expected to have no unanticipated impacts on public utilities or other services as a result of the proposed amendment. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Planned Unit Development Amendment for Affordable Storage, subject to the conditions listed in Exhibit Z as follows: 1. Redesign of the site plan to accommodate 24 feet of width for all drive aisles. 2. Provision for pavement markings and bollards in the center aisle area to ensure protection of building corners due to the curved aisle design. 3. Rock mulch in the planting areas to be larger irregular materials to protect pathway. 4. Transition grading between phases. 5. No outdoor storage permitted. 6. No use of future phase areas until such phase is developed in accordance with the approved plan. 7. Provide signage plans in compliance with Sign Ordinance requirements by separate permit. 8. Site lighting in compliance with City ordinances. 9. Compliance with City Engineer's report dated July 51h 2017. 10. Execution of development agreement. 11. Grading and restoration of the site to be completed with first phase. 12. Utilities, including curb and gutter, completed for Phases 1 and 2 with the first phase of development. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-025 13. The fence, as proposed at the August 2017 Planning Commission meeting, the fencing would be deleted and replaced with the improvements shown on the landscaping plan dated 8/10/20, including the 2 -foot tall boulder wall and other additions. In the alternative, the Commission may require a reduced fencing component, concentrating on the corners of the site in question. 14. Building elevations and materials for buildings facing Chelsea Road and Innsbrook Drive shall be as shown in the Planning Commission packet of August 1, 2017, and building elevations revised to clearly detail material and facades for all building within the project. 15. Approval of the landscaping plan dated 8/10/20 to include a timeline for landscaping as required by City Council resolution. 16. Site and fencing plan subject to the City Engineer's comments and those of the Fire Department as related to the northerly access. 17. Modifying the original landscaping plans to replace sod with rock mulch along the westerly common boundary with the RV center as illustrated on the landscape plans dated 8/10/20. 18. The developer shall enter into an agreement for the PUD Amendment. ADOPTED this 1 st day of September, 2020 by the Planning Commission of the City of Monticello, Minnesota. ATTEST: MONTICELLO PLANNING COMMISSION By: Sam Murdoff, Chair unity Development Director 3 - , *� 1 1 1 1...- $f'S,' �f,'3� � 3 ,�, •� 9 1J�YaJ 1 1 1 1 1 _ �tti�z �li'f = e i11 Y 1.8 1 1 1 1 °/ � f fid• ��1jr ilii � ' � °r•'�✓ "��.,. -.1 •� — _-- -. _ • r a 11 Rim I III 1011.11! I 0 l�S �li _ lot a # PrR a, I 94 p N�III I I I I I P ►rry ti P�+�yl Fr�1 i rll a 44 r , m - 1 1 1 1 1 ' Ik'- �i��liA � 14 � • f i �r 1111 1 City of Monticello, Affordable Storage Monticello has been a very successful project, and the final building phasing has been completed 2 years earlier than originally anticipated. This was our first Storage Facility Project, and we have realized what works well, and what doesn't work. I made a mistake in planning for a perimeter fence, and we ask that the perimeter fence be completely removed from the plans as shown. The attached photo shows the widest portion of the property facing Chelsea Rd. The fence would be installed between the walking path and our facility, a general area where both the City and our snow contractor blows/piles snow. Looking at a similar fence on the same block, it has various sections that have been smashed in, bent, or tipped over as the result of snow. That property would look better with no fence. Further, we have demonstrated since our first building opened for rent in January 2018, that we do not have a security problem. We have been open for over two and a half years, have 390 tenants, and have had only 3 police calls. Many local gas stations or box stores have more than that in 1 week. Our site is well lit, and has security cameras placed throughout the facility, and a security gate at the front entrance. We also have a lot of natural barriers, like 2 ponds along Innsbrook Dr on both sides of our entry gate, as well as a steep slope that will be intensively landscaped between our perimeter curb and Chelsea Rd. We just received approval from the City of St. Michael for a new 10 acre storage project, and we do not have a fence. We learned from our mistakes. Removing the fence on the NW side of the project will allow us the room to plant some additional evergreen trees. That area was scheduled for sod, but we ask to change to stone mulch to tie into the RV dealers stone mulch, it will be seamless. We have added some large outcropping boulders to be placed in the landscape beds along Chelsea Rd between building 1 through 7. Because of the steep grade between building 7 through 17, we would like to add approximately 350 ft of 2' tall boulder wall to help retain the bank, and landscaping. This will also make maintenance of the new sod along the city walking path much easier due to softening the grade. Finally, we ask for your permission to have an on-site office. We are not changing the footprint of the existing building. The new office will be located in building 1 facing the parking stalls. The office will allow us to better serve our customers, and it is an added security feature. As we continue to grow, and look at additional Monticello property, we may elect to have our permanent offices elsewhere, but would like to have that option. Thank you for your consideration, Keith Burnham 0 30 60 90 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: TAYLOR LAND SURVEYING PO BOX 179 MONTICELLO MN 55362 LEGEND: EXISTING BOUNDARY �•�•�•�•�-- PROPOSED LOT LINE PROPOSED FENCE ------------------------------ PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER TIP -OUT FLOWLINE PROPOSED PARKING STALLS PROPOSED BITUMINOUS PAVEMENT `\ \ °♦.. °0 0000 0000 PROPOSED HEAVY DUTY CONCRETE PAVEMENT 808080808 0 0 ° ° 00000 ° ° ° °°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°O°°°°°°°°°° r , 777 PROPOSED LIGHT DUTY CONCRETE PAVEMENT HYD. 10 �QF S2 �J BENCHMARK: 24aF2p°�.�� TOP OF PK NAIL IN BITUMINOUS WALK NEAR NW LOT CORNER. ELEV=956.30 611 Ar) PROJECT LOCATION / / \I 10 PART OF THE SEI AND SE4, 7Q 0 SECTION 10 TOWNSHIP 121, RANGE 25, \ WRIGHT COUNTY, MINNESOTA. 61T �\ � / •� •o � � � 24 4 4 `+'�� ` 0 \ BUILDING \ EXISTING LEGAL DESCRIPTION O �, Q) lb' lb'SETBACK LINE \ LOT 11, BLOCK 4, N\/ / 1 'I o �� \ �\ `�O GROVELAND ADDITION, / O 1 30' FRONT WRIGHT COUNTY, MINNESOTA. / 2g o 2 ��`'� 1-,; n'�' 24 SITE PLAN NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, EDGE OF SIDEWALK OR EXTERIOR OF BUILDING UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND SPECIFICATIONS FOR LOCATION OF EXITS, RAMPS, CONCRETE APRONS AND STOOPS. 2. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXISTING GRADES. 3. ALL CONCRETE SIDEWALKS ADJACENT TO BUILDING SHALL BE SEPARATED WITH A 2" EXPANSION JOINT. 4. CONTRACTOR SHALL VERIFY ALL CONDUIT REQUIREMENTS FOR SITE LIGHTING, COMMUNICATION, SPRINKLER, ETC WITH OWNER PRIOR TO PAVING. 5. ACCESSIBLE ROUTE SHALL BE PROVIDED FROM ACCESSIBLE STALLS TO BUILDING ENTRANCE (SEE ADAAG REQUIREMENTS). POLE MOUNT APPROVED SIGNS CENTERED ON STALLS. PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY ON STALL. 6. CONSTRUCT ACCESSIBLE PEDESTRIAN RAMP PER ADAAG AND MNDOT STANDARDS INCLUDING CONTRASTING DETECTABLE WARNING METAL TRUNCATED DOME PANELS. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FIRE MARSHAL FOR POSTING OF FIRE LANES, CURB MARKING AND SIGNAGE IF NEEDED. 8. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SITE FEATURES THAT INTERFERE WITH NEW WORK AS SHOWN. 9. ALL NEW UTILITIES MUST BE UNDERGROUND. COORDINATE LOCATIONS WITH LOCAL UTILITY COMPANIES. 10. SIDEWALKS SHALL BE CONSTRUCTED WITH CROSS SLOPE OF 1.5% WITH ADJUSTMENT +/- 0.5%. SIDEWALKS WILL BE INSPECTED AFTER CONSTRUCTION. ANY SIDEWALK EXCEEDING 2.0% CROSS SLOPE WILL NEED TO BE REPLACED AT CONTRACTORS EXPENSE. GENERAL NOTES: 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY THE PERMITTING AUTHORITIES. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT AND PLANS. 3. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL 70 0 UNDERGROUND PIPING, VALVING, ETC. 4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND O°°•°`°`\\ SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. 16 0 \\\ 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL Q'A � -A . o 1 � . Q' �� '\ SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE 22\\� X11 �' MATERIALS AS SPECIFIED. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT �o p S 10 `\ PREPARED BY A QUALIFIED SOILS ENGINEER, LICENSED WITHIN THE STATE WHERE ,�� THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AND PAVEMENT AREAS HAVE BEEN COMPACTED 'o' 24 �� IN ACCORDANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS SET FORTH IN 4 �I �` THE SOILS REPORT. . \\�� 1� \ ;, `� �'�` 5. THE LOCATIONS OF THE UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE BUILDING �� jo� S� 2 �` \`, BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE 0 SETBACK LINE �� ,� \\ : �C O �, THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES 10' INTERIOR / 1 TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL / 1�J ..•• \ COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR SIDE 5 / \�G 1 ..0 \ \ '\ TO THESE FACILITIES CAUSED BY HIS WORK FORCE. / \�Q 6. ALL EXISTING DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD 22 g�\ �0�1 pF ° \ \` �� 24 \ VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL 1 1'jp 2 \:,, `� NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO " �- \ PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. 0 �, \ \ 1 1 NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK 0 ` HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON 2� NN \ n o \ O 13 \ ` THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. (D\ ,, `� �0 �� FIBER NET �-j` l^ Co �jo�0 2 \ ANHOLE \ J 2 � ^� 5' 2 4 5 \ 700 V bc / G 2 1 \%G :o \ j 10 \101 1 14\\�� I F e / 2 v\\' p� SF oev0 / 2 O "� ° ... 0 2 4 e g 70 G �v �jp 0 r 5F 1 \\-p\ I N 6/ 22 No 2 (4D(Do�p22 jo co � t / ` ��AcF 2 1 � 4 ;I \ Z SlD4 10 S 16 \\ 22 O° G G \ / SSS >� --___ �� 1-10 \\.9 / / ,� �E 6 0 g� �0 / a.o 2 2 \N Act Sk 2 3 o \ O EXISTING FENCE o 2 6b` \ \ ENCROACHMENT 6 FT FENCE ALLOWED TO REMAINFIBER NET \ PROVIDED FENCE OWNER rbb(. g�\�p�1� 5F 22 0 �� `� MANHOLE AGREES TO REMOVE AT(D `°°o 6,50 2 l 25 R cp \\ �� CHARTER REQUEST OF PROJECT OWNER r 22 \ � L0`, � O � SPS � ` \fi1 �� F ,� COMM. \ 17 6 PNF \ O / ice''' ��/ \\ \ / 9(^ ` 16 6, O JJ HYD. lo O�,- / BUILDING -- / SETBACK LINE 5 BUILDING SETBACK LINE n 30 REAR ��. �� \ '3�.� 20' STREET SIDE 4 �P PSN o RB \ _ No. U-' 6 5 00 NP O `eeeeeeevo 12 B �\ EA5c 13 , - N QTY 16 vv o 3�_6\ -- C 69 10 ® E ) lu ��® URFAG HYD.-'� SITE DATA: EXISTING ZONING: B-3 HIGHWAY BUSINESS DISTRICT PROPOSED ZONING: PLANNED UNIT DEVELOPMENT EXISTING PID: 155-125-004110 EXISTING LOT AREA: LOT 11: 273,416 SF = 6.28 ACRES PROPOSED BUILDING AREAS: BUILDING 1: 24x141 = 3,364 SF (EXCLUDES RECESS WALL AREA) BUILDING 2: 30x151 = 4,530 SF BUILDING 3: 30x171 = 5,130 SF O BUILDING 4: 30x151 = 4,530 SF BUILDING 5: 30x171 = 5,130 SF BUILDING 6: 30x151 = 4,530 SF BUILDING 7: 30x171 = 5,130 SF BUILDING 8: 30x141 = 4,230 SF BUILDING 9: 30x171 = 5,130 SF BUILDING 10: 30x131 = 3,930 SF BUILDING 11: 30x171 = 5,130 SF BUILDING 12: 30x131 = 3,930 SF BUILDING 13: 30x171 = 5,130 SF BUILDING 14: 30x101 = 3,030 SF BUILDING 15: 30x171 = 5,130 SF BUILDING 16: 30x171 = 5,130 SF BUILDING 17: 30x101 = 3,030 SF TOTAL = 76,144 SF EXISTING IMPERVIOUS AREA 5,517 SF = 0.13 ACRES PROPOSED IMPERVIOUS AREA 198,100 SF = 4.55 ACRES NET IMPERVIOUS AREA INCREASE 192,583 SF = 4.42 ACRES DISTURBANCE AREA 280,112 SF = 6.43 ACRES PROPOSED PERVIOUS AREA 75,316 SF = 1.73 ACRES PARKING DATA: REQUIRED PARKING STALLS: SELF STORAGE FACILITIES (TABLE 4.7) INSIDE FACILITY = 1 SPACE PER 100 STORAGE UNITS OUTSIDE FACILITY = 5 SPACES MINIMUM FACILITY PROPOSES 596 STORAGE UNITS: 596/100 = 6 STALLS PROVIDED PARKING STALLS: INSIDE FACILITY PARALLEL PARKING ALONG PERIMETER CURB: 1,420 LF / 22 FT PARALLEL STALL = 64 STALLS ® OUTSIDE FACILITY: SELF SERVE KIOSK 5 SPACES (INCL 1 HC SPACE) SETBACK: B-3 MINIMUM REQUIREMENTS LOCATION: BUILDING PARKING FRONT 30 6 INTERIOR SIDE 10 6 STREET SIDE 20 6 REAR YARD 30 6 KEY NOTES: 01 BITUMINOUS PAVEMENT; SEE SECTION ON DETAIL SHEET 2 24" CONCRETE VALLEY GUTTER. MnDOT 2461 MIX 3Y22A SLIPFORM PLACEMENT OR O MnDOT 2461 MIX 3Y32A MANUAL PLACEMENT. SEE SECTION ON DETAIL SHEET. CONCRETE PAVEMENT LIGHT DUTY, MIN. 5 FT WIDTH. 4" CONCRETE O MnDOT W/6 11 624610MIX0 3Y22A S IPFORMJPLACCEMENNT OR MnDOT C2461 MIX ON S3Y3AHEET C4.0. MANUAL PLACEMENT. D412 CONCRETE CURB & GUTTER MIX 3Y22A FOR MACHINE PLACEMENT (MnDOT 2461) MIX 3Y32A FOR MANUAL PLACEMENT (MnDOT 2461) B612 CONCRETE CURB WITH TIP -OUT GUTTER MIX 3Y22A FOR MACHINE PLACEMENT (MnDOT 2461) MIX 3Y32A FOR MANUAL PLACEMENT (MnDOT 2461) PED. RAMP - IN ACCORDANCE WITH AMERICANS WITH DISABILITIES ACT & MnDOT STANDARD PLAN 5-297.250 INCLUDING CONTRASTING DETECTABLE WARNING DEVICES. DEPRESS BACK OF CURB AT RAMP. O7 PAINT INTERNATIONAL SYMBOL OF ACCESSABILITY WITH WHITE LATEX PAINT. Og ACCESSIBLE PARKING SIGN (MnDOT NOS. R7 -8A & R7-813). CENTER SIGN ON PARKING STALL. LOCATION PER GENERAL CONTRACTOR. MOUNT ON STEEL CHANNEL POST. O PAINT 4" SOLID STRIPE - WHITE LATEX PAINT. 10 EXISTING PAVEMENT AND/OR CURB TO REMAIN. EXISTING DRIVEWAY ACCESS TO BE REMOVED; SAWCUT EXISTING CURB AND 11 PAVEMENT TO BE REMOVED; RESTORE WITH B618 CURB AND BITUMINOUS PAVEMENT. RESTORE BITUMINOUS TRAIL AS NECESSARY. CONCRETE DRIVEWAY APRON PER CITY STANDARDS; SAWCUT EXISTING CURB AND 12 PAVEMENT TO BE REMOVED 13 SAWCUT AND REMOVE EXISTING BITUMINOUS FOR CLEAN EDGE. PROVIDE MIN. 2.0' WIDTH FROM CURB LIP EDGE AT CONCRETE CURB LOCATIONS OR CONCRETE VALLEY GUTTER. PATCH WITH BITUMINOUS PAVEMENT PER CITY REQUIRED SECTION. MATCH EXISTING PAVEMENT ELEVATIONS AND CROSS SLOPE. 14 10'x10' - HEAVY DUTY 6" CONCRETE COLLAR AT CATCHBASIN CASTING 15 NOT USED. 16 EXISTING ADJACENT OWNERS YARD FENCE TO REMAIN IN PLACE. 17 GATE AT ACCESS DRIVE. 18 LIGHT POLE. SEE SITE LIGHTING PLAN. 19 NOT USED. 20 NOT USED. 21 NOT USED. 22 BOLLARD AT ALL BUILDING CORNERS (TYPICAL) IN PAVEMENT AREAS. 6" DIA. STEEL PIPE EXTENDING MINIMUM 4.0 FT ABOVE GRADE. 23 SEE BUILDING PLANS FOR 0.5'x39.6' RECESS WALL SECTION ON BUILDNG 1 ONLY. INSTALL BOULDER RETAINING WALL NECESSARY TO ACCOMMODATE EXISTING OR 24 PROPOSED UTILITY FEATURE AND ENHANCED LANDSCAPE ELEMENT. TYPICAL WALL 2.0 FT HEIGHT. SEE GRADING PLAN C2 FOR WALL ELEVATION DATA. 25 PROPOSED OFFICE AREA. INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN Cl SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN L Lu � 0 m 'NW 'AA co cc ` MM) C towon" 0 w 0) Z W Jg co z (a z rL LU CD to [Z W O memoO m I v� a: o Q. a Z coo CL L W %ft,co Q FILE NO. 0 Z O T C1 Site Plan O Y W � T � O U ct oc $Z� O O N L Lu � 0 m 'NW 'AA co cc ` MM) C towon" 0 w 0) Z W Jg co z (a z rL LU CD to [Z W O memoO m I v� a: o Q. a Z coo CL L W %ft,co Q FILE NO. 0 Z O T C1 Site Plan O Y W 0 30 60 90 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: TAYLOR LAND SURVEYING PO BOX 179 MONTICELLO, MN 55362 BENCHMARK: TOP OF PK NAIL IN BITUMINOUS WALK NEAR NW LOT CORNER. ELEV=956.30 PROJECT LOCATION PART OF THE SES AND SE'r, SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 11, BLOCK 4, GROVELAND ADDITION, WRIGHT COUNTY, MINNESOTA. _JTLO T D 961.1 a,Isslrle�E Hpp 1: ,-,a sos snap Y,PJ 71.1L..a,n,.w►�- nn: Y A TNI nnM10N 10• POLYPROPnHE OR . POLYL:iNYLEIE TYP.(�o It. 1-1/Y MILE sTRAP ) DOUBLE SIRAND 14 @A. TEE - 3' O 120• INTERVAL (TVP.) 1REE WRAP Tn FIIW BRANCH TURNBUCKLE PITH DOUBLE SRTNO ` - ` \ - - - . sm 1fNa 04 E HOM IIM3 M VWW slla SINE /14 au,aE WE - 3 PER ,RFE 956 \ \\ \ M auo< �. _ a rw w1s 4•-B• LAYER OF 9BHEDOFD HARDWOOD nwlL MM Or P1NR 10 MULCH IN SAUCER-E%IEND PAST STAIM OnKN/L i1/0[ FB,N. ORAOE OF PLANT TD CB - N�OMIMMI-01�M PM 11011111tETLUAL aHBOF,AL GRADE rxrxW - ar Ur `''�. ,' \ ••� y -""- O THEL AT A1NIQE-33M • \ " ` \ ounsc M�OML AT 1=9 i AtAPART \ • \ • \ " TREETR. MH END BOULDER RETAINING I N I N G 2, IN r� j j "" a°'� MTM PL""TMS SOL Cv�$, \ \ I \ • 956SM - • t "\ " WALL; 2 FT HEIGHT ` 2 IN ,er mrL r(jUNINSIURINED OF 956.3`1�w'\ - GV ' �•,DKL �1N0 TYPICAL; SEE C2 FOR ` t o9s��7 • \ . M U LCA\ " G s�\ ' \ • sss.l y\" � WALL ELEVATIONS NO ES: \ • TWO ALTERNATE METHODS OF TREE STAKING ARE SHOWN. YD. ' \ • \ \ IT IS THE CONTRACTOR'S OPnON TO STAKE TREES: HOWEVER. ME CONTRACTOR IS RESPONSIBLE FOR ME MAINTAINING TREES IN A PLUMB POSITON THROUGHOUT �()f • ME GUARANTEE PERIOD. 956.6 \ \ STR. _ TWO ALTERNATE METHODS OF TREE STAKING ARE SHOWN. Q/' \ _ SCARIFY B070M AND SIDES OF HOLE PRIOR TO PLANING. j �gFgF 5 \ • 954.0 y� - 954 � IT IS THE CONTRACTOR'S OPTION TO STAKE TREES: HOWEVER, THE CONTRACTOR 2FgF \ \ CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS WOOD _gFgF TW 957.5 y OTHERWISE NOTED. IS RESPONSIBLE FOR THE MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT BW 957.0 ' \ • '(j' N. l�`l,I `\ THE GUARANTEE PERIOD. F `-' J�q NO MULCH TO BE IN CONTACT VAM TRUNK. ' \ SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 1 X956. TW 959.0 \ I 4.2 \ y\ \`\ MULCH `960 BW 957.0 ��C�� /•\ y\ ``\ TW959.0 �/�p�►► y \ CONIFEROUS TREE PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL RB moo. BW 957.0 V `r'\ Q Q TW 958.75��/� R `%�� \ 3 \\ 956.75 {\ Y ` Y Y • \ y `� BTW 958.5 \ • \ y\ y `\� 6 BW 956.5 \ \ \'TW 958.25 \ `• y\ ``\ BW 956.25 \ -B• LAYER OF SIBEDOFD HAROWDOD ta \ \ \ 4•MULCH IN SAUCEonoB PAST STAIM I STR. My `' \ MAL. H � � TC TW BW 956.0 � \ 952.4 , Sa -TW 957.5 6BW 955.0 [y5[y52.3(& 0%\\ 4 l� W 9555 ` `• y`,\ LANDSCAPE B„,�,,,�8,� TON _ \` SAN. MH y IRRIGATION LIAMTAIN PEDESTAL, 9 P TW 957.0 IIIBI511NNHBED SCIL M U H //�1\j��J '\ � `\ , COVERAGE AREA 9 9� \l \ �0`L W 9545 \ v �y\ (TYPICAL) 0 �0 / y 956 ' \ BED I7oi KE PRECEDENCE SHRUIS IN BW 9 .0 ' ;�.J TC ' OVER DIMENSION FROM NOTES: EDGEHAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.). 9S` \\ ' \ 951.5 SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. % LANDSCAPE ° '\\ Tw 955.5 \ IRRIGATION 9611 y..955 0 \ 9; \A BOULDER RETAINING WALL 61 COVERAGE AREA �� `ScP \ ��°; ; BW 953.0 � \. FOR EXI STI NG ELECTRIC SHRUB PLANTING DETAIL �� °6 (TYPICAL) hg �9s .SGV TRANSFORMERS WITH STON 61� G 1 96° o ; BW 952. \• STONE MULCH / 9 \\,�\ ,\'� 1 959 M U L H / ' \TW 955.5 \ -�' ,/ r .� 'L BW 952.5 M 960 �0�0 SF y �\ 5 \SIH BOULDER RETAINING WALL 00 ``��`\• s \ 4. FOR PROPOSED IRRIGATION C � 960 BW 952.5 97�CONTROL BOX WITH STONE NrM� \ O C) /'' \ s f TW 954. : MULCH 96 0 V\� �1 I C /' �, /+' ,/ �� BW 9I.0\ 'I \,I 0 g6 � �0 00 \ / , r � � / / TW 955.0 'I, `\\ /�^W 953 0 1 \ \ a GCS ()<:),:, ,JI - ,,'r�� B 95201\ , . \/X1 BOULDER RETAINING WALL �/ cRB . FOR EXISTING FI BERNET 6 y y\ _9S9 95g/�� I'�� 9�� g�/ ; `\ti :; TW MANHOLE WITH STONE MULCH per° y\y � n �/ I \\II•\\\\,O\ ,� � g5� // �, \I ,, BW 50.5 ,IBE NE�. OLE \s g6° 950. \ \' � s`„ B 5' TW 951 \ START LANDSCAPE �\ BW 950.5 �/ , ;; '\ ° �9/ \y r/ I \\ \\ \ ° \`; \ \ + BOULDER RETAINING ST S N \ \ WALL, 2 FT HEIGHT 0 1�0 M U L H_ G \ \, TYPICAL; SEE C2 FOR °63 �� - �' WALL ELEVATIONS BO j' 916(l i s� '59c�6 / • \ \\ I V ��/� O \ \\ \ \\ 1U I- �-Y-- / \`�� iii 962 �g / 956 If /10 061 S N Irl \ ° 0 0 D \\\ g�$ , ass - ' _ 95� \� 0 `0 \ \ \ \ / Q M U LC H \\\ 95 \\,o��1SF ��--- 9h6 -- 956 --__- 95�' ry g JI pr , II / _960- 62 \�\\ \ 956, 5 W D \ M C H ,9567.1 963 i >\ `` \ WIC X\ I `M L\ 1 \\ \ \ \� X / % \ oob I / 5F, O 10 I ,c�5 0 1 F04 04 W, WA WEE 41 1101 1 ,,,►�� Fr 'pal OAF Rp IVA�� iWIN grgsi 'K 000 A 00 pig ro- 2 g�%�LN All KWAIP!0110- I • 949 � � �i � � .�f SAN MH [ I IRRIGATION � 948 `,` - �•RE=945.6 �L� /-_- COVERAGE AREA \ ' -''' ' ' ��, N •CGU R (TYPICA L) --946_, 12 �- Cg��'---------___-------- LIGHT \\ POLF,-�_ / REQUIRED PLANT MATERIALS 10 CALIPER INCHES OF TREES PER ACRE + 2 SHRUBS PER 10 L.F. OF BUILDING PERIMETER SITE AREA = 6.25 ACRES 10 X 6.25 = 62.5 CALIPER INCHES OF TREES PROPOSED BUILDING PERIMETER = 1,004 L.F. (ELEVATIONS FACING LOT LINES) 1.00410 = 100.4 X 2 = 201 SHRUBS RESIDENTIAL BUFFER PER 100 FEET 4 FT. BERM OR FENCE + 2 CALIPER INCHES OF CANOPY TREES + 16 CALIPER INCHES OF ORNAMENTAL TREES 433 L.F. OF BUFFER AREA 2 X 4.33 = 8.66 CALIPER INCHES OF CANOPY TREES 16 X 4.33 = 69.28 CALIPER INCHES OF ORNAMENTAL TREES 8.66 + 69.28 = 77.94 CALIPER INCHES OF TREES PLANT LIST: Site Plantings QTY. KEY BOTANICAL NAME TREES 3 RB Betula nigra 4 CH Celtis occidentalis 1 BO Quercus macrocarpa 43 BHS Picea glauca 'Densata' 18 CGS Picea pungens 11 IL Syringa reticulata 'Ivory Silk' 93.5 CALIPER INCHES PROVIDED (62.5 REQUIRED) COMMON NAME River Birch, single or clump Common Hackberry Bur Oak Black Hills Spruce Colorado Green Spruce Ivory Silk Japanese Tree Lilac SIZE/ROOT 2.0" B&B 2.0" B&B 2.0" B&B 6' B&B 6' B&B 1.5" B&B SHRUBS vJ vJ 108 D Hemerocallis, sp. Select various species for interest 1 Gal. Pot 70 PS Panicum virgatum 'Shenandoah' Purple Foliage Switch Grass 3 Gal. Pot 15 AWS Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 2 Gal. Pot 3 DKL Syringa meyeri 'Palibin' Dwarf Korean Lilac 5 Gal. Pot 9 WRW Weigela florida 'Alexandra' Wine and Roses Weigela 5 Gal. Pot 205 PROVIDED (201 REQUIRED) BOULDERS 8 B Accent boulders 24" dia. apprx. selected by Owner, install 1/3 of boulder into final grade PLANTING NOTES: Contractor shall provide one year guarantee of all plant materials. The guarantee begins on the date of the Landscape Architect's written acceptance of the initial planting. Replacement plant materials shall also have a one year guarantee commencing upon planting. All plants to be northern -grown and hardy. Plants to be installed as per standard AAN planting practices. Use minimum 12" loam planting soil on trees and 6" on shrubs. Contractor shall verify locations with all utililies prior to installation of plants. Underground irrigation shall be provided for trees, shrubs, and sod areas. Staking of trees optional; reposition if not plumb after one year. Wrap all smooth -barked trees -fasten top and bottom. Remove by April 1. Open top of burlap on BB materials; remove pot on potted plants; split and break apart peat pots. Prune plants as necessary - per standard nursery practice. Owner shall be responsible for maintenance after acceptance of the work by the Owner. Plants shall be immediately planted upon arrival at site. Properly heel -in materials if necessary. Planting beds for shrubs along Chelsea Road shall have (4 oz. min.) weed barrier fabric, stone mulch consisting of 2" - 8" size cobble rock placed by hand in interlocking pattern. Stone mulch to extend 10 feet wide measured parallel to back of curb. Stone mulch edge to be 4" vertical (commercial grade) black poly edging. The edging shall be placed and staked with smooth curves. All disturbed areas to be sodded unless otherwise noted. Sod shall be northern grown and hardy. Sod along Chelsea Raod to extend from edge of stone mulch to edge of existing bituminous trail. Double shredded dark brown hardwood mulch 4" deep shall be provided around all new trees and in areas shown on the plan. Infiltration ponds shall be sodded down side slopes to the bottom of the pond. The bottom of the ponds shall be seeded with MnDOT 33-262 mixture appropriate for the soil and water conditions. Seed shall be covered with an erosion matt anchored to ground surface to reduce seeds from moving prior to germination. No mulch is necessary. Field adjust tree and shrub locations to fit uility locations and any changes that may have occured to the site plan and/or grading plan. Construction and soil types to be determined by the site Engineer. INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN coo L LU O--3 .�.� O cc NUNN W UJ memo O 00a:Co a 00 Z LaoW 11i OL yft, CO fth mN CO Q) to W) a: OZ (V w CD O (D V O (0 O 0 Z 0) M Qz CL J � CL V) V) Iz CL o 00 OCiL.0 y O � L•� ` I + N0) N C Q C I p O c CW` Lj (o Lo 1 0 V L O Z W I O� ��-6 ate. y oA I mLU III CE °�.� �Eo ,w�l'Tn0��c CZ ILi v3 c 3 o� o 0 � q, �_ 1 t C - " O 4 9,, GZ 00 >- O m q, U O O D N O 3 Q Q �O a: 4- Z O� V)4 �c cs Landscape Plan vJ vJ L0 N (0 DO W W O ti Q V O O p V FILE NO. 00640 cs Landscape Plan 0 30 60 90 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: TAYLOR LAND SURVEYING PO BOX 179 MONTICELLO, MN 55362 BENCHMARK: TOP OF PK NAIL IN BITUMINOUS WALK NEAR NW LOT CORNER. ELEV=956.30 PROJECT LOCATION PART OF THE SEI AND SEI, SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 11, BLOCK 4, GROVELAND ADDITION, WRIGHT COUNTY, MINNESOTA. 961.1 -_� GENERAL GRADING NOTES: 956---- 1. Specifications applicable for this project: Current standard specifications for Monticello, MN, and the latest Minnesota Department of --�'J Transportation Specifications for Highway Construction and all NPDES requirements except where modified by these contract documents. / _ 2. OSHA requirements shall be followed for all work on this project. CB - 3. The Contractor shall notify "Gopher State One Call" 48 hours prior to any excavation (1-800-252-1166.) • // "�/:.� -- 4. The Grading Contractor shall verify all locations and elevations of underground utilities with utility companies prior to any construction, and • / " TR. MH �'�� immediately notify the Engineer of any conflicts. Yv, \ 1956. 95`6»� '� 5. Erosion Control shall be constructed, as applicable, as sequenced below: 1 _ /t "�» �� A. Silt Fence. IIT T ' 9' I GV • '� • »� » B. Rock Construction Entrance. 6.3 GV " o955/.7 »� » ,( C. Demolition I '� _ --» D. Common excavation (grading). B�% G CB ' - , X55 1 \ �,\ E. Seed and mulch or sod (See notes on Landscape plan). - . _ '�� 6. Final Plat shall govern for easements and lot dimensions. 956.6 YD. C13 , \ • \STR954M�0�»� - 95 �, 7. Any erosion control items necessary to protect adjacent properties shall be constructed by the Grading Contractor. ' TW 957.5 I • -- • \ 4 8. Erosion control maintenance shall be performed by the Grading Contractor, and removed as per the Contract Documents or as directed by BW 957.o CtJ� ' , \ 2`�4I the Engineer, followed by all necessary restoration of disturbed area. This work shall be incidental to the grading contract. -� swF�QF 956' TW 959.0 '� , \» 9. The Grading Contractor shall schedule the soils engineer to facilitate certification of all controlled fills in a timely fashion. Density tests aF - QF 960 --- //�- -� aF a �� \ - BW 957'- ��,f '. \ \ »\ �\ shall meet the following: A. Within the upper 3' of streets, the Grading Contractor shall utilize approved soils that are within 1% of the optimum moisture content \ \ wry 4F BW 957.0\ \�' \ \ • \ \ "\ 961/3 6 / - » as defined by the Standard Proctor Test -ASTM: D-698 with compaction meeting 100% Standard Proctor Density and not exceeding this i \lC3 - W 956.75 \ \• \» \ compaction by more than 1%. Below the upper 3', compaction shall meet 95% Standard Proctor Density, and be within 3% of the i %TW1958.5 \'\ \•\ \"\ �\ optimum moisture content. Grading tolerances shall be 0.1'. BW 956.5 » 60 9S 9 » \\ \ \• B. Grading tolerances for the remainder of the site shall be 0.25. 9 S6 TW 958.25 \ \ \» 10. All areas of unsuitable soils found in the pad described above that cannot be corrected shall be located in the field by the Grading ��61 9BW 956.25 \ •\ \,, `\ Contractor. The Grading Contractor shall immediately notify the Engineer of these areas and provide information as to their size and \ 9S ` \ location. 6 $ S/�\ TW 958.0 \ \ STRMMH0 '\ 98205• _ �� BW 956.0\\ ,\ CB -10 *\ '\ 11. The Grading contractor shall provide positive drainage on the site at all times. 00,00- RE=958.50 � TW 957 I- --- 12. The Grading Contractor shall keep public streets and travel ways clear of soil and debris. Daily cleaning at the construction entrance shall / \ / .5 \ BW 955.5 IE=954.90 ,,1 be performed, especially at the end of each days work. TW 957.0 01 -KN. MH ` \ 13. All silt fence shall be removed at project completion. x960 96 -Ts;;, ew 955.0 ' 952.3&c9''\ 14. All proposed elevations are at flow line unless otherwise noted. / ° m '40 �`\ P \ \ 15. All erosion control best manage practices shall be per Cit standards. R & '\ 9 \ \ 9 P p Y / / / / ---- \ O \ ` TW 956.5 8B / g6r, �"\V O� \ °�rO� °�61 958.80\ 9`SX \ BW 954.5 N '{ O TW 956.0 ZGJ J / ■ 9$9.40 0, 1: \ \ \ BW 954.0' �-X 951.5 ` TW 955.5 \ \• �\ \\ BW 953.5 ^ 60 egg, �\ 950.6 9 ` 9s G s9 `s\'\ \\ s O TW 955. CB -9 40 19 95� \ 9�3 BW 953.0 RE=956.50 ;,, FLOW. ELEV. = 949.9 / IE=951.45 / / 9 + b �� / s 1 °� 6/ / \1 \ \\ TW 954.5 ✓ �\. �� \. / WWA0 CB / �• 61 °° BW 952.5\" \• \\ al �°• 9 Q\� '� gig / 9$8.80 9 \ � TW 955.5 \ `\ 960-23 16� ss LE BW 952.b • MH 160 \ x s �°� -50 \ / � � 9 � 1 °°" -X957.40 � O` ��C TW 954.5 -/ \ P°y.1 F.. 0160 BW 952.5 \ - 1� CB AN \ \ �0 5� 'oma gg9�Q �6p /�° s� �r - ��g �''> �P ` \ \ V / z.oa 9 GJ O\ 1 / 0 n \ TW 954.0/ • / \ - - - \ \ l Q $9.7Sx , O2 ^,� \� �\� / / /� BW 952.0 t 'J l i 960 8`98'30 e% /�j�p 0159 \ \ �\ / 2 C\� i/ '/ / 955.50° \ /��W 953 0 l CB -12 �' F Gj, �' \ / s �P° 9 / i" TW 954.0 1 / RE=959.00 o w� NI 9 ,-- \\ °�° - \ asi 991 , �� > �9S640 1iti $ BW 952.0 1 CRB 11 IE=955.15 »1 �_p,. �g ss /� \ l,JQJ 9�• \ `�;` \ \ VV T / °� °� / L TW 952.5 \ � � ° 000 s °\ �\ »\ 9s9` °�s'00011.� �s g2 ,� ,\�Q\\_1�1 g�j1 \y BW 950.5 IBENE ` CB -1 1 9s4. / I 01 ` 1 NOLE , \ �RE=957.00 �q� II GJ�\\ \ e° \ TW 953.5 �99"' 958-40- 2 IE -953.05 .ass. C/6(19 \ TW 951.0 \ 91\ ro `' �oU . NI �" O I CB -3 \ \, / s � 9�� •� RE=953.50 s ` J s i 96 h \ \ 1 IE=949.30 \19cQON \ \. ro 954.40 I r�. '�GJOJ 9 \)\� O� S\ / 2� W o°1° �j/� \ \ \ ` /� \\ 6 \\ _ rn0 9s O�O 2� 9g190 i�GJ6 gse x �� '� gFj�? . �� \\� ��\� \S� \ °�� F 95� \ / �c5 \ \ % • \ ' \ 6 9 � \ � 40# o / It � / � 96� `: 9g�0"' M, \ gG,9 p�GJ \�\ L/ '\ h� / • � 6% 9S ' .. � \\ \\ 280 Op 0 / / \ -95340 \\\\ i/ j °� 1�\ �• g�� v OJ�O yy ��• �s I /O,<6 (' \ 956 g do °•fls /� // p��D. �>s (S \ ��Q v \\ \ •\ s\\`� +� CB -2 �' \ `, 6' '� \\ �� \ ass 40 o � / // \i\\' '� F `��' c��° 11 0� \ \ \,RE=951.65 / �� o �°' ` �� S �s� ^ 5�r• 95�O O S ° �`' IE=947.50o \ \ \ - \� \ \ \ \ \ S> �j 1� ti/ \ GJ'I \� 1 � 0 " o°� i / � , / ✓ 1 (S gel+!,' '\ \ � \ 10-1, °•�' '-- __meg .� e��.••°°i //moi/ \ ��,, / 'O\ � � �\ti \ ✓ N z %°4j � � _LO z- CB__ __,' X62 , •x. _- /��5. c- \ \ RE=956.60 - �� 9 E r �� $4.� CB -5 ,(� O� c)F oh A \ RE=951.00 I s IE=953.00 \\ �' g 5 �. G r0 �' '�s RE=954.00 �J O �Q 9 " �"� \ \ g5 ° �.,: s IE=946.20 \ \ 960 9 /\\ \ 9 IE=950.15 �� \�\\ `\\ 9SE 60,1• i 95 \\\� 'jc rJ �� FES°o g�5 9�^I° S V a °��1 \\ \ EMERGENCY \ V o�� eA - 9 2$ i `\ OVERFLOW \, ?100 �FES-A o "s9 b��, ,� �s o +' t s \ OUTLET ---- �\ \ \ ' s/ 25 \ IE=946.00 `. �52�' > \sod �s \I �� g5� �� \\\��\ 1�1 \\ e j so ELEV=950.507 \, \. 916\\ tD, 00or I O0000'� Vs CB.FL6W. s \ �o EOF 1 ELEV. = 9452 o� D� �� q 9$0.90" 1 S 9Ss J 6 J gc�5 ° \�O\ 1�1 / 9�5 5k \' e� �Ojy �c�`L�� sz� \\\ �\I S I FIBER NET \ / \ 00 1 Pj� 0� S� oh `� \x9`� 9 IVIAI�HOLE \ / \\ CB -7 �F6 �� '� -- ,�� 6 \HA TER \`\ / \\ RE=955.00 `� \ o o o� o Ik GJ N' l:- �A g I s CVM •. \CB \ IE=949.80 \ s� \` a 5 i s\ '�/ t \ 4 \ ,,o �s r 5R. MH FL \ \�ti l k' , 6� \ - I fSy +ti' \ N �" S S'IZ. » s `-' °e'�-� I � •O� ` =�'"Com, y ' , + pp 'C \ \y\ \\ 1\\� \\� ��S s\ 9� `7/ �_ z 952 �" g52 Q�O g�6 9�� 9�$ � fie_ /// \ /�� \ 945.5 s 9grx Or GJ'\ 95 0 STORM WATER '� , Cj� 76 hN ,� FES -B g / , �O 0 � '`, �� o �` �$ IE=948.00 g5o �, � °r6� INFILTRATION BASIN 2 \ a\ \ / OUTLET ELV - 948.00 \\ y\ oh 6� �� a \�s $`\ (BASIN OUTLET) 9 ' g�� 9°c'I ��\�� 2 YR _ 948.30 / `� \ CB -4 30 .� � 10 YR = 948.83 mss;\ o �s RE=952.35 1 �� N RE=950.00 951�� '`� ss, 95 `� �� -.100 YR = 949.72 \- /�''�° I \y� IE -946.20 1 IE=946.50 9s1.�'\ \1$ M,� �s,� /RS �,(') SEE BASIN DETAIL ON \ \ �- /N 1 9`�� e�O�b M g ,o �/ - DETAIL SHEET 9S1 / 1 /r •/ LIS \\ ` �\ 1 \ 1\ % �' 1 g�� '� \`� � sir \`, i - / -I' n' /� � • �� HYD. 9 \ I ��9 949.30 o ,Z/ " • / t1 _-� 1 \ \\ \ \ S� , 05 95 949 9 SCO n / �I FES - C - r SO /y/� C IE=946.00 949.30 ;\ /a+l•8. \'\ / _ ,' SAN/MH �•R = 9 948 " 900 949 gt�`b �•/ / • RE -94 010, 92 5.2 e F0 FES -E o/ 9479$` ' '1 ^°h �� / • /C� rr\\ /' s?�s IE=946.00It to g 46 ()rp�` \ (BASIN OUTLET) - `° �/ / • 8 - �'- n 1/ �e� •• °�/ FES -D IE=946.00 / �� 948.80 do 950 / 9� , �� • / • ,-' Foy 951 C$�V' • / • / / �''/ / A \ e�51 5o � gig �`• / /�� aO # 9 SIH - L- - - - - - - - - - OCS-1 s C � LIGHT - �\ 6\ RE=948.50 / ' POI:- �_ `,- IE=942.08 , \' WEIR=947.50 H_Y0 -� STORM WATER EMERGENCY �"S(BASIN OUTLET)INFILTRATION BASIN 1 TC OVERFLOW .AN. WEIR ELEV = 948.00 OUTLET RE= 2 YR = 948.06 ELEV=950.50 5.9--� o��J2 10 YR = 948.57 ?/ -/ 100 YR = 949.38 ) • / • / / SEE BASIN DETAIL ON F'- DETAIL SHEET Q V '1r � LU mC z O O 3 Cf) 401 Cn a N to (D CL w z O a: z_ 7a7)- LU m JQ W w (az o W w O [Z Q CC aIC O Q C) ti Q L W CO 0 CL INDEX OF CIVIL SITE DRAWINGS: O O Q Q� _0 C/) M V FILE NO. 00640 CO PROJECT LOCATION PLAN C1 SITE PLAN o aqi 00 V L ` I + N 0) N (� co N °03 cLn CW` Lj co I o -6 4 y p W Ico m tq 0rT` i W O U U G �i �~IWCL�N3 4 j -REti o c 3 0 o cow ° oN q, v O 0 m a) tf o ,� U O O D a ° I a 4- ° o a) ° I3441-- a L0 N >- m m O DO W W O V ti Q INDEX OF CIVIL SITE DRAWINGS: O O p V FILE NO. 00640 CO PROJECT LOCATION PLAN C1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN Grading and Drainage Plan LEGEND: SITE PLAN NOTES: SITE DATA: EXISTING BOUNDARY 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, EDGE OF SIDEWALK OR EXTERIOR OF BUILDING UNLESS OTHERWISE NOTED. REFER TO EXISTING ZONING: B-3 HIGHWAY BUSINESS DISTRICT -•-•------- PROPOSED LOT LINE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND SPECIFICATIONS FOR LOCATION OF EXITS, RAMPS, CONCRETE APRONS PROPOSED ZONING: PLANNED UNIT DEVELOPMENT PROPOSED FENCE AND STOOPS. 2. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. EXISTING PID: 155-125-004110 ------------------------------ PROPOSED CURB AND GUTTER MATCH EXISTING GRADES. PROPOSED CURB AND GUTTER TIP -OUT FLOWLINE 3. ALL CONCRETE SIDEWALKS ADJACENT TO BUILDING SHALL BE SEPARATED EXISTING LOT AREA: '�, --'---------- ----- WITH A J" EXPANSION JOINT. PROPOSED PARKING STALLS 4. CONTRACTOR SHALL VERIFY ALL CONDUIT REQUIREMENTS FOR SITE LOT 11: 273,416 SF = 6.28 ACRES LIGHTING, COMMUNICATION, SPRINKLER, ETC WITH OWNER PRIOR TO 0 30 60 9O PROPOSED BITUMINOUS PAVEMENT PAVING. 5. ACCESSIBLE ROUTE SHALL BE PROVIDED FROM ACCESSIBLE STALLS TO PROPOSED BUILDING AREAS: 00000000000000000000000000000 PROPOSED HEAVY DUTY CONCRETE PAVEMENT BUILDING ENTRANCE SEE ADAAG REQUIREMENTS). POLE MOUNT BUILDING 1: 24x141 = 3,364 SF (EXCLUDES RECESS WALL AREA) GRAPHIC SCALE /N FEET ''� OOOOOOOOoo000go00000000ogogo0 ( ) '`` APPROVED SIGNS CENTERED ON STALLS. PAINT INTERNATIONAL SYMBOL BUILDING 2: 30x151 = 4,530 SF PROPOSED LIGHT DUTY CONCRETE PAVEMENT OF ACCESSIBILITY ON STALL. BUILDING 3: 30x171 = 5,130 SF '� 6. CONSTRUCT ACCESSIBLE PEDESTRIAN RAMP PER ADAAG AND MNDOT BUILDING 4: 30x151 = 4,530 SF SURVEY DATA ��, STANDARDS INCLUDING CONTRASTING DETECTABLE WARNING METAL BUILDING 5: 30x171 = 5,130 SF TRUNCATED DOME PANELS. BUILDING 6: 30x151 = 4,530 SF SURVEY INFORMATION PROVIDED BY: 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FIRE MARSHAL BUILDING 7: 30x171 = 5,130 SF TAYLOR LAND SURVEYING1T, ~`'�, FOR POSTING OF FIRE LANES, CURB MARKING AND SIGNAGE IF NEEDED. BUILDING 8: 30x141 = 4,230 SF PO BOX 1798 . CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL BUILDING 9: 30x171 = 5,130 SF DEXISTING MONTICELLO, MN 55362 ``ua�SITE FEATURES THAT INTERFERE WITH NEW WORK AS SHOWN. BUILDING 10: 3Ox131 = 3,930 SF a�n� 20 1-11, 9. ALL NEW UTILITIES MUST BE UNDERGROUND. COORDINATE LOCATIONS BUILDING 11: 30x171 = 5,130 SF BENCHMARK: ��BUILDING 12: 3031 = 3,930 SF TOP OF PK NAIL IN BITUMINOUS WALK �k � �� • �, '�.�21 � � � WITH LOCAL UTILITY COMPANIES. x1BUILDING 13: 30x171 = 5,130 SF NEAR NW LOT CORNER. 10. SIDEWALKS SHALL BE CONSTRUCTED WITH CROSS SLOPE OF ELEV=956.30 % r'� O ""4 ^� 1.5� WITH ADJUSTMENT +/- 0.5%. SIDEWALKS WILL BE INSPECTED BUILDING 14: 30x101 = 3,030 SF AFTER CONSTRUCTION. ANY SIDEWALK EXCEEDING 2.0% CROSS SLOPE BUILDING 15: 30x171 = 5,130 SF /15 �' BU4LD�,�IG �� G•. 30x 171 = 5,130 SF � 1 n;�, 21 `,, WILL NEED TO BE REPLACED AT CONTRACTORS EXPENSE. BUILDING 17: 30x101 = 3,030 SF PROJECT LOCATION / ~� �` `� 10 `\, TOTAL = 76,144 SF PART OF THE SE4 AND SES, 70 11 o ry( � ~� GENERAL NOTES: SECTION 10 TOWNSHIP 121, RANGE 25, p N\, <r' 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL EXISTING IMPERVIOUS AREA 5,517 SF = 0.13 ACRES WRIGHT COUNTY, MINNESOTA.15 O REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS THOROUGHLY PROPOSED IMPERVIOUS AREA 198,100 SF = 4.55 ACRES 21 REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY THE PERMITTING EXISTING LEGAL DESCRIPTION 4 4 O BUILDING \�, AUTHORITIES. NET IMPERVIOUS AREA INCREASE 192,583 SF = 4.42 ACRES O LOT VC SETBACK LINE 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND GROVELL BLOCK 4,AND ADDITION, / 1 p cV 3O' FRONT SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL DISTURBANCE AREA 280,112 SF = 6.43 ACRES % O 1� � \, WRIGHT COUNTY, MINNESOTA. G µ GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH I\ , / \�O M.. \ \ THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE o�NON 4 � ~ �' \, �^y `\ OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE PROPOSED PERVIOUS AREA 75,316 SF = 1.73 ACRES ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT AND PLANS. r 29 2 3. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL 70 r p �^��, \ UNDERGROUND PIPING, VALVING, ETC. .0 1 O \ O 4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND �\ (p 'O SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. 51A 1 p \ 21 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL PARKING DATA: SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE r 22 �\�\\' 0��1 S� t''O 10 ` MATERIALS AS SPECIFIED. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT REQUIRED PARKING STALLS: rr �J O \ PREPARED BY A QUALIFIED SOILS ENGINEER, LICENSED WITHIN THE STATE WHERE r 2 \ THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE SELF STORAGE FACILITIES (TABLE 4.7) AREAS WITHIN THE BUILDING PAD AND PAVEMENT AREAS HAVE BEEN COMPACTED INSIDE FACILITY = 1 SPACE PER 100 STORAGE UNITS 15 rr 1 1 \ `� `t�'° �\ 1� IN ACCORDANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS SET FORTH IN OUTSIDE FACILITY = 5 SPACES MINIMUM G sz 0 \ 24 ,j O \� �' �. THE SOILS REPORT. S p \\,0 1�1 O 4 \ p FACILITY PROPOSES 596 STORAGE UNITS: 596/100 = 6 STALLS BUILDING gv �p� SF � \ O '`• '� '�"`� `� 5. THE LOCATIONS OF THE UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE SETBACK LINE �� 2 O �,�` ~EC 15, C)A \. THE BASED SURVEYS UTILITY COMPANY T SHALL CONTRACTOR'SRES RESPONSIBILITY TO CONTACT HEVARIOUS UTILITY COMPANIES PROVIDED PARKING STALLS: S 10' INTERIOR r O O \ TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL INSIDE FACILITY PARALLEL PARKING ALONG PERIMETER CURB: SIDE 5 i �, COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR 1,420 LF / 22 FT PARALLEL STALL = 64 STALLS \\JG 21 `\ TO THESE FACILITIES CAUSED BY HIS WORK FORCE. \\,O 1,1 \ 6. ALL EXISTING DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD ® OUTSIDE FACILITY: SELF SERVE KIOSK = 5 SPACES (INCL 1 HC SPACE) 22 V �Q� OQF '`,, �, '1 °'11 \ VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL 1 1-J 2 `� 24 NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO Ci _ � PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. �O)' 14 O NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK \ HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON 15 �' x 02 � G 1� o \ \ �`., 13 '. THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 1 �\ SETBACK: NET B-3 MINIMUM REQUIREMENTS Q? �o (D\ NOLI2 LOCATION; BUILDING PARKING 5 r g O O \ O 24 \ FRONT 30 6 7 r Dr Dc •, p V 1 1 22 G 9 �o \ `.��0 Q \� 1 0 \ INTERIOR SIDE 10 6 14 \�\��\� 11 \ STREET SIDE 20 6 csI 1 ^ O Dv. 5 \ REAR YARD 30 6 � . • ^� 0 2 4 ,, , \ 21 O 70 ; G 2 0 `. 40 15 19 \ KEY NOTES: /�, O 0�\\; O�„'\� sF O\\JG,� \\ y, \ O1 BITUMINOUS PAVEMENT; SEE SECTION ON DETAIL SHEET 15 n, -5u O• �\�O%�N SF 1 \' \ 24" CONCRETE VALLEY GUTTER. MnDOT 2461 MIX 3Y22A SLIPFORM PLACEMENT OR / 22 9 O\ O2 MnDOT O 2461 MIX 3Y32A MANUAL PLACEMENT. SEE SECTION ON DETAIL SHEET. 1'5 2 CONCRETE PAVEMENT I " LIGHT DUTY MIN. 5 FT WIDTH. 4 CONCRETE / 1 O \�Q\�� 2 1 W/6"X61' 10/10 W.W.M. (CONST. DUTY, © 6' O.C.). SEE SECTION ON SHEET C4.0. 4 o ��\ Q� SF O 22 ,,�, r� MnDOT 241 MIX 3Y22A SLIPFORM PLACEMENT OR MnDOT 2461 MIX 3Y32A 00 �°� rLDc 0\ZO 2� \ \ MANUAL PLACEMENT. \� D412 CONCRETE CURB &GUTTER \ \ 6 \�\\,� X111 -� ` 0 MIX 3Y22A FOR MACHINE PLACEMENT (MnDOT 2461) Q) p 5 15 \ MIX 3Y32A FOR MANUAL PLACEMENT (MnDOT 2461) / Off' p ', nrj� \ O \\aG �2 2 �'O \, \'` \ B612 CONCRETE CURB WITH TIP -OUT GUTTER MIX 3Y22A FOR MACHINE PLACEMENT (MnDOT 2461) 2 4 ;� \ 21 (7)MIX 3Y32A FOR MANUAL PLACEMENT (MnDOT 2461) O % Y p+ZOO 1 14 \ \ 10 \` 6 PED. RAMP - IN ACCORDANCE WITH AMERICANS WITH DISABILITIES ACT & MnDOT 6'S.250 16 , �� O� 22 O I=. G \ STANDARD PLAN 5-297250 IN CLUDING CONTRASTING DETECTABLE WARNING ,,� DEVICES. DEPRESS BACK OF CURB AT RAMP. IlP'� (D PAINT INTERNATIONAL SYMBOL OF ACCESSABILITY WITH WHITE LATEX PAINT. ` \ 1 Q\� ' 1 G,1 2 \ �� -J g ACCESSIBLE PARKING SIGN (MnDOT NOS. R7 -8A & R7 -8B). CENTER SIGN ON \\. 'D O \ 0 PARKING STALL. LOCATION PER GENERAL CONTRACTOR. MOUNT ON STEEL 4 O 5 2 1 O \ \\ \ CHANNEL POST. 22 G 1 \ �� \ O PAINT 4" SOLID STRIPE - WHITE LATEX PAINT. J ✓ - �' 4 \' \LR\ O 1brN 23 \\ \� \ 10 EXISTING PAVEMENT AND/OR CURB TO REMAIN. 2 �, c.r' ks S� EXISTING FENCE O \ EXISTING DRIVEWAY ACCESS TO BE REMOVED; SAWCUT EXISTING CURB AND ENCROACHMENT 6 FT; 16_ O G lac �6 \ \` \` \, 11 PAVEMENT TO BE REMOVED; RESTORE WITH 8618 CURB AND BITUMINOUS PAVEMENT. RESTORE BITUMINOUS TRAIL AS NECESSARY. FENCE ALLOWED TO REMAIN 1 � \ 0 • �` FIBER NET \ PROVIDED FENCE OWNER �� \ 'T ��\�0*1b 5� 22 O `� 1V%ANHOL[? 12 CONCRETE DRIVEWAY APRON PER CITY STANDARDS; SAWCUT EXISTING CURB AND AGREES TO REMOVE AT p� Dc GJ O �Fj�� 2 R \\ \ CHARTER \ PAVEMENT TO BE REMOVED REQUEST OF PROJECT OWNER �� OO COMM. \ 13 SAWCUT AND REMOVE EXISTING BITUMINOUS FOR CLEAN EDGE. PROVIDE MIN. 2.0' 22 8P 0 WIDTH FROM CURB LIP EDGE AT CONCRETE CURB LOCATIONS OR CONCRETE ~ VALLEY GUTTER. PATCH WITH BITUMINOUS PAVEMENT PER CITY REQUIRED SECTION. MATCH EXISTING PAVEMENT ELEVATIONS AND CROSS SLOPE. 6 ` \ \ \�Cj O Q ? 14 10'x1 O' - HEAVY DUTY 6" CONCRETE COLLAR AT CATCHBASIN CASTING 4 \�< \\.� ,\G)� O 1 8 i `, \ 15 METAL FENCE, 6.0 FT HEIGHT. / �. ��,\ O w 0 a 3 0 o \ \ 16 EXISTING ADJACENT OWNERS YARD FENCE TO REMAIN IN PLACE. s <' �`+ 14 o'-' ( �� \ GATE AT ACCESS DRIVE. O 9 (J 17 (D O �9 ® NO ,\ 18 LIGHT POLE. SEE SITE LIGHTING PLAN. V % GATE 4.0 FT WIDE FOR FIRE DEPARTMENT ACCESS TO EXISTING HYDRANT. �-: 19 10 b� HYD ' G> J 20 GATE 16.0 FT WIDE FOR SITE PHASE CONSTRUCTION ACCESS AND FIRE 5 co � � C� DEPARTMENT ACCESS TO EXISTING HYDRANT. BUILDING , ��, \ �� 0 4 �` O `' �T 21 STONE/BRICK FENCE POST COLUMN. SETBACK LINE BUILDING SETBACK LINE22 BOLLARD AT ALL BUILDING CORNERS TYPICAL IN PAVEMENT AREAS. 4 GSR 30' REAR \ ER �\ o 20' STREET SIDE 6" DIA. STEEL PIPE EXTENDING MINIMUM 4.0 FT ABOVE GRADE. � �P� gPS� o -^' � .� N�' 23 SEE BUILDING PLANS FOR 0.5'x39.6' RECESS WALL SECTION ON BUILDNG 1 ONLY. o INSTALL BOULDER RETAINING WALL NECESSARY TO ACCOMMODATE EXISTING OR O =`' 12 _` °' p6 24 PROPOSED UTILITY FEATURE. ALL WALLS LESS THAN 4.0 FT HEIGHT. SEE / GRADING PLAN C2 FOR WALL ELEVATION DATA. \ 15 •� o f�� EAuo SE 13 f_ --- CS16-'" o INDEX OF CIVIL SITE DRAWINGS: UV o o CO PROJECT LOCATION PLAN 10 ~ o` Cl SITE PLAN \ ".>O E) GRADING 10� ��'� � � � Vo REAHYDE �G �-- C2 GR D N DRAINAGE PLAN ''~ C3 SANITARY AND WATER UTILITY PLAN P C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN o C6 STORM WATER POLLUTION PREVENTION PLAN o' -�" C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN s' V n U Mj 0 � WO N � � v Com• aO .O V L u � y 3� coco a 'p 0 w some Q co J Z Ct > vc V j a 0 � *0 to O co %loft %oft co Q a 00 0 N I cn co � on lz ` W 1� 16 3co�o 0 D t0 �F U C x�� y o v. X; .Y1• L � 0. w W i y O U� U c 00 S Ln 1 3 �•, w w 2 m 0 04 © W o W U FILE NO. 00640 Site Plan 0 30 60 90 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: TAYLOR LAND SURVEYING PO BOX 179 MONTICELLO, MN 55362 BENCHMARK: TOP OF PK NAIL IN BITUMINOUS WALK NEAR NW LOT CORNER. ELEV=956.30 PROJECT LOCATION PART OF THE SE� AND SE�, SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 11, BLOCK 4, GROVELAND ADDITION, WRIGHT COUNTY, MINNESOTA. BHS 43 WOOD MULCH RB 3 \o / SOD DIAL 3 STONE MULCH SOD ev 0J I/ LANDSCAPE / IRRIGATION / COVERAGE AREA ,96 (TYPICAL) ~ ys9 ~ ~ 9� 060 g69/ g5 OOD ULCH t�61i 960 060 NO PLANTINGS AT GATED CONSTRUCTION ACCESS IL 10 -W �v c {: h s wu► x wrtwMa r �asors TWO ALTERNATE MEIHWS OF TREE STAKNW ME SHORN. IT HI 1H! CONiRAC1TM'R aPnON TOSTAKETREES: NOREVI7T. IH[ WNTRACTOR IS REIMONSISLE M" THE MMMT~ TREES N A PWM! P091TION TN0.000HWT ME OMMMTEE PBRKNI. SCARMY BOTTOM AND SM OF HOLE PMIOR TO PLAN11". COMM TO HAVE SNMODEO HARDWOOD MULCH UNLESS OTHFAWK NOTED. NO MULCH TO EE N CONTACT MTM THUNK. CONIFEROUS TREE PANTING DETAIL LANDSCAPE IRRIGATION D COVERAGE AREA 108 (TYPICAL) V \\ AWS D 6� C60 11", g 12 S NE M U L H \\ r \ q: 960 0�9 959 ?) �G�1 oGF Sad VMS 1r' rOLMN�N.R ql OCURA siIIMM 14 & M0*4 " UK V" Tc aur SUM ,Irwauo�as waI oanli sawn �4 aiuoc ,OIc - a roe nw� r -r &MA a aamoot WAMOD MIWI N lAUOOI-Dl,OO PM WAK � am Wa�i� i 7° a�Ta1E� sTAl01 UTLW A!I tll ,Il[ WL AT ANOZ a M � �� .t r f Mal aAnmo a>IL rr Ll Ift ar I r�UL NOTES: TWO ALTERNATE METHODS OF TREE STAKING ARE SHOWN. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES: HOWEVER. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING DETAIL HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.). SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. BOULDER RETAINING WALL FOR EXISTING SHRUB PLANTING DETAIL ELECTRIC TRANSFORMERS 952, ,TW 955, BW 952.5 BW 951.5 SOD BW 953.0 BW 953.0 BOULDER RETAINING BW 9530 r g r' WALL FOR EXISTING FIBERNET MANHOLE BOULDER RETAINING WALL FOR PROPOSED IRRIGATION CONTROL BOX B 950.5 s ti O r' 1 0 BW 950.5 \9S� r/ 96$ �6 LPA �` BW 950.5 ~� r,A\ �� 6 S N 4.\ 1./ 951 �3 O� S� V" �1�o MU L H -50 '5o 15 � bb /9 95'I co f/ ZZ 95� 9ro6 W D �M CH Ce 9g5 95DT 5 C� ,9�16 GCS 6 LANDSCAPE IRRIGATION COVERAGE AREA (TYPICAL) 9p�6 948 �`T D� CH 2 O CH a 2 0)61%� S SOD �O LANDSCAPE IRRIGATION COVERAGE AREA (TYPICAL) REQUIRED PLANT MATERIALS 10 CALIPER INCHES OF TREES PER ACRE + 2 SHRUBS PER 10 L.F. OF BUILDING PERIMETER SITE AREA = 6.25 ACRES 10 X 6.25 = 62.5 CALIPER INCHES OF TREES PROPOSED BUILDING PERIMETER = 1,004 L.F. (ELEVATIONS FACING LOT LINES) 1,004/10 =100 4 X 2 = 201 SHRUBS RESIDENTIAL BUFFER PER 100 FEET 4 FT. BERM OR FENCE + 2 CALIPER INCHES OF CANOPY TREES + 16 CALIPER INCHES OF ORNAMENTAL TREES 433 L.F. OF BUFFER AREA 2 X 4.33 = 8.66 CALIPER INCHES OF CANOPY TREES 16 X 4.33 = 8.66 + 69.28 69.28 CALIPER INCHES OF ORNAMENTAL TREES = 77.94 CALIPER INCHES OF TREES PLANT LIST: Site Plantings QTY. KEY BOTANICAL NAME COMMON NAME SIZE/ROOT TREES 0 O 3 RB Betula nigra River Birch, single or clump 2.0" B&B 4 CH Celtis occidentalis Common Hackberry 2.0" B&B 1 BO Quercus macrocarpa Bur Oak 2.0" B&B 43 BHS Picea glauca 'Densata' Black Hills Spruce 6' B&B 12 CGS Picea pungens Colorado Green Spruce 6' B&B 11 IL Syringa reticulata 'Ivory Silk' Ivory Silk Japanese Tree Lilac 1.5" B&B 87.5 CALIPER INCHES PROVIDED (62.5 REQUIRED) CO 2 SHRUBS UJ 108 D Hemerocallis, sp. Select various species for interest 1 Gal. Pot 70 PS Panicum virgatum 'Shenandoah' Purple Foliage Switch Grass 3 Gal. Pot 12 AWS Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 2 Gal. Pot 3 DKL Syringa meyeri 'Palibin' Dwarf Korean Lilac 5 Gal. Pot 9 WRW Weiaela florida 'Alexandra' Wine and Roses Weigela 5 Gal. Pot 202 PROVIDED (201 REQUIRED) PLANTING NOTES: Contractor shall provide one year guarantee of all plant materials. The guarantee begins on the date of the Landscape Architect's written acceptance of the initial planting. Replacement plant materials shall also have a one year guarantee commencing upon planting. All plants to be northern -grown and hardy. Plants to be installed as per standard AAN planting practices. Use minimum 12" loam plantinc: soil on trees and 6" on shrubs. Contractor shall verify locations with all utilities prior to installation of plants. Underground irrigation shall be provided for trees, shrubs, and sod areas. Staking of trees optional; reposition if not plumb after one year. Wrap all smooth -barked trees -fasten top and bottom. Remove by April 1. Open top of burlap on BB materials; remove pot on potted plants; split and break apart peat pots. Prune plants as necessary - per standard nursery practice. Owner shall be responsible for maintenance after acceptance of the work by the Owner. Plants shall be immediately planted upon arrival at site. Properly heel -in materials if necessary. Planting beds for shrubs along Chelsea Road shall have (4 oz. min.) weed barrier fabric, stone mulch consisting of 2" - 8" size cobble rock placed by hand in interlocking pattern. Stone mulch to extend 10 feet wide measured parallel to back of curb. Stone mulch edge to be 4" vertical (commercial grade) black poly edging. The edging shall be placed and staked with smooth curves. All disturbed areas to be sodded unless otherwise noted. Sod shall be northern grown and hardy. Sod along Chelsea Rood to extend from edge of stone mulch to edge of existing bituminous trail. Double shredded dark brown hardwood mulch 4" deep shall be provided around all new trees and in areas shown on the plan. Infiltration ponds shall be sodded down side slopes to the bottom of the pond. The bottom of the ponds shall be seeded with MnDOT 33-262 mixture appropriate for the soil and water conditions. Seed shall be covered with an erosion matt anchored to ground surface to reduce seeds from moving prior to germination. No mulch is necessary. Field adjust tree and shrub locations to fit uility locations and any changes that may have occured to the site plan and/or grading plan. Construction and soil types to be determined by the site Engineer. INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C 1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN U kn .4 LL�, tt1_ `n Ei 00 o � N O O cn 0" v Wo N O -4-iU `O 12-� 'Z 1 O 0 Landscape Plan 0 O 0LO cc V m Lft UJ aD W t0 C 0 0 o v C W CO 2 cc UJ M toMWO � cc CL c O O Q Landscape Plan 0 O 0LO m no aD W W 0 0 o v FILE NO. 00640 Landscape Plan Ch AI -e - 4W. "No moss InEssnompolsoffin Ism Mm go NINE IPP WIN toommossommis 1111111 1111111 I li Ed a L r 0 �-z l4 Z- !Yy r X� X Vim— Nom- r_1 CV - U mQ X0 x r ch 04 CL N r r N r- N N N N U � E x x x x N N N N N Cl) V, N X N X N X N X ON N N N LM V Cep T =- o M a N Q o Wo N N N x x x x N N N N N Cl) V, N X N X N X N X ON N N N V Cep ow-�, r c . . . . IIIIIIIIkIIEEII EElEllllllillllllll III�li�iiii�111i111� _ !� oil F I<<rr, tp�if�iijk�il •.. �� , f I Rim- .;rf�"' :f• '''� ..:: .." •i�+�'.; :. tJ' `.i ;;;iii### lk •�,�. � i.� if ill �...ry•y:��.1 ate" ii i_T`{ \S]• •_�, " .....y' �_ Vii. r ... :. 7- _�'� • — � i S��r.t;•: �.'Y 5:' ' ': Sl ..; :' ..ye i�j .;� ..yv:l �.�. �. - it +. hip �•. y+` � „ ...r>,.1 • rT; .: L,~:,L L A.�'y�;Y 1� ,' _' !' f' ��, `�:. i�.' �•. •'��: j';y '. �:-.� r � .'•;� •i ,' is b it �� W. �'• �..:;,; a� F�.. . �:•�.� ..�. .. . w�1i City Council Agenda: 9/14/2020 2I. Consideration to annrove Amendments to Monticello Zoning Ordinance to Chanter 3.5, Business Base Zoning Districts, Subsection (G) Central Community District and Chapter 4.5 Signs related to transparency of window signage in the Downtown; and Chapter 5.1 Use Table and Chapter 8.4 Definitions as related to Mobile & Manufactured Home/Home Park, and Chapters 3.4 Residential Base Zoning Districts and 5.3, Accessory Use Standards as related to building materials references for accessory buildings. Applicant: City of Monticello. (NAC) Property: Legal: NA Address: NA Planning Case Number: 2020-021 A. REFERENCE & BACKGROUND Request(s): Deadline for Decision: Land Use Designation: Zoning Designation Amendments to Zoning Ordinance IWA NA WE ANALYSIS AND PLANNING COMMISSION ACTION: Over the past several months, there have been projects and research related to various aspects of the zoning ordinance, through which the Community Development Department has discovered language that should be modified to better reflect the City's requirements, and/or, better direct ordinance users to the proper and complete information. During its regular August meeting, the Planning Commission held a public hearing and recommended the adoption of the first of three amendments intended to clarify various portions of the zoning ordinance. There was no public present to address the Commission on the items. The Commission acted to recommend approval of the ordinance amendment for accessory building regulations as described below, but tabled action on an amendment relating to the regulation of window signage and an amendment clarifying the provisions for manufactured homes, requesting additional language adjustments. The original amendment language proposed by staff for window signage in the downtown would have added a permit requirement. In their discussion of this item, the Commission expressed concern over the added requirement for a sign permit. Staff noted the need for a mechanism triggering a review to avoid later enforcement issues. Commission suggested that window signage not require a permit, but rather provide a code reference to the applicable CCD regulations as a way to better inform City Council Agenda: 9/14/2020 businesses of the requirements. They also indicated a need for a strong internal and external education component for this provision. The proposed amendment therefore does not require a permit for window signage in the CCD, instead references the CCD code requirement which limits the size of signage in the Broadway sub -district. The Commission also requested a minor language adjustment within the Performance Based Overlay district which would better clarify that such uses were not permitted within the overlay. Staff prepared amendments which responded to the requested adjustments, shown in redline on the attached proposed amendment. During the continued public hearing in September, the Planning Commission acted to recommend approval of the slightly modified amendments for window signage and manufactured homes. Again, there was no public present to address the Commission on the items. The three amendments proposed are described below and are shown as recommended by the Planning Commission below and in the attached ordinances. (1) An amendment to the Accessory Buildings — Major section of the code (Section 5.3). This section provides a list of conditions that are referenced from the Accessory Building use table which are applied to accessory buildings. Readers of this section of the code could infer that no other standards apply to such building, however, the building materials section of the ordinance includes a specific requirement for such buildings. This amendment adds a reference to that section (Section 4.11) to highlight those additional requirements. This change does not alter any standards of the ordinance. The proposed language would read as follows: Section 5.3 D)(2)(a) (iii) Accessory Buildings, Major, shall be required to meet the building materials standards as found in Chapter 4.11 (C) as applicable. (2) An amendment to the Sign Ordinance section of the zoning ordinance which currently exempts any window signage from a permitting requirement. While most signs require permits from the City to ensure consistency with applicable standards, window signs were exempted from that standard when the sign ordinance was last updated, since the City did not count them against any zoning ordinance limitation. Businesses are free to fill their window spaces with signage without concern over maximum allowable sign area or other regulation. However, when the city's Downtown Small Area Plan was adopted, a series of regulatory additions were adopted as a part of that Plan. One of these was a set of restrictions to window treatments and signage in the downtown (CCD) zoning district. While the proposed language does not change the exemption that window signs get from the maximum area requirement, the ordinance section would add a reference to the CCD portion of the code which limits the amount of window signage within the Broadway sub -district. This Broadway sub -district is the only CCD sub -district to which a window signage size limitation exists in the 2 City Council Agenda: 9/14/2020 ordinance. Signage is limited to 50% of coverage on the ground floor. This provision of code ensures that they meet the guidelines identified in the Small Area Plan, as exemplified by this clause: Visual Identity Many successful retail streets have recognizable visual themes that make them memorable and vivid. Th e buildings in downtown Monticello vary greatly in style, size and condition. Treatments of windows, signage and displays varies greatly as well. Patterns that establish a sense of identity are lacking. Strategy recommendation • Businesses on Broadway Street could agree to use signage improvements as an initial vehicle for improving the perceived condition of the district, and presenting some common visual elements (color, pattern, shape, creativity, etc) that build a sense of identity The proposed language would read as follows: (15) Window Signs. Window signs in the CCD zoning district shall comply with the requirements of the applicable Monticello CCD Sign regulations. Window signs -do not require a permit. Window signs are not considered a part of the maximum sign area otherwise allowed under Section 4.5 of this ordinance. (3) The third topic relates to Manufactured Homes, and upon review, the ordinance's tendency to discuss Manufactured Homes (the actual units) with Manufactured Home Parks (those developments that provide individual home site specifically for Manufactured Homes). A manufactured home is a construction style — the City cannot prohibit such a home in any district where it would allow typical construction methods, or "site -built" homes, provided the manufactured home meets all of the applicable zoning regulations that apply to the site built structure. Therefore, if the manufactured home includes the Zoning district's minimum width and size requirements, requisite masonry material on the fagade, the required roof pitch, and the minimum materials standards (for example), the City must permit the manufactured home to be located on the subject property. Manufactured Home Parks, on the other hand, are a land use that are specifically built to provide sites for manufactured homes. This use has a series of standards for development, including a specific zoning district under which the park can be created. The standards in the sections of the ordinance referring to Manufactured Home Parks should be distinct from any general reference to individual manufactured homes. Thus, two specific citations in the ordinance are being amended to clear up that confusion, both of which would be left to refer to manufactured home parks only. The proposed language would read as follows: 3 City Council Agenda: 9/14/2020 Section 3.7 (I)(1)(b): (b) By permitting a combination of housing types and styles, including single family, two-family, and multiple family dwellings, with the exee .tio e nuf etufe heme „gdts; Manufactured home parks shall not be permitted in this overlay district. Table 5-1, Uses by District, Residential Uses amended as follows: Mobile & Manufactured Heme / Home Park As discussed, these amendments are primarily housekeeping changes to add clarity and better represent the Comprehensive Plan direction and common practice. B. ALTERNATIVE ACTIONS The Planning Commission unanimously recommends Alternative I below. 1. Motion to adopt Ordinance No. 747, amending the zoning ordinance as noted, based on the findings in the resolution PC -2020-022 and PC -2020-023. 2. Motion to deny adoption of Ordinance No 747, based on findings to be identified by the City Council. 3. Motion to table action on the Resolution, pending additional information from staff. C. STAFF RECOMMENDATION Staff recommends Alternative 1. These are minor amendments which add clarification to the ordinance requirements. In terms of regulation, window signs that are non-compliant as of the adoption of the code are considered lawful non -conforming uses. As such, these signs can be maintained as is, but may not switched out to a different location within the Broadway sub -district. Businesses that install a non -conforming window signs and then cite the presence of other non -conforming window signs as a basis for their action will be informed that those signs predated the code. As noted, staff will do our best to help educate businesses working through sign planning. D. SUPPORTING DATA A. Draft Ordinance No. 747 B. Resolution PC -2020-022 C. Resolution PC -2020-023 D. Monticello Zoning Ordinance, Excerpts F CITY OF MONTICELLO COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO. 747 AN ORDINANCE AMENDING THE CITY OF MONTICELLO ZONING ORDINANCE CHAPTER 5.3 SECTION (D) (ACCESSORY BUILDING MATERIALS); CHAPTER 4.5, SECTION (H) (WINDOW SIGN PERMITTING); TABLE 5-1 (USES BY DISTRICT; AND CHAPTER 3.7, SECTION (I), (MANUFACTURED HOMES AND HOME PARKS) THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: Section 1. Section 5. (D)(2)(a) — Accessory Buildings Major, is hereby amended to add the wing: (iii) Accessory Buildings, Major, shall be required to meet the b ilding materials standards as found in Chapter 4.11 (C) as applicable. Section 2. Sectfn 4. H) (15) (s hereby ended to read as follows: (15) Win Signs. *Window signs in the CCD zoning district shall comply with the requirements of the applicable Monticello CCD Sign regulations. Window aaxs do not require a permit indow signs are not considered a part of the imum sign area otherwi flowed under Section 4.5 of this ordinance. Section 3. Section 3.7 (1)(1)(b) is hereby amended to read as follows: (b) By permitting a combination of housing types and styles, including single family, two-family, and multiple family dwellings, with the exeeptio e manufaeWfed some = frA ;. Manufactured home parks shall not be permitted in this overlay district. Section 4. Table 5-1, Uses by District, Residential Uses shall be amended as follows: Mobile & Manufactured Home Home Park Section 5. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 6. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety shall be posted on the City website after publication. Copies of the complete Ordinance are available online and at Monticello City Hall for examination upon request. ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Brian Stumpf, Mayor 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-022 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE TO REVISE THE MONTICELLO ZONING ORDINANCE RELATED TO ACCESSORY BUILDING MATERIALS WHEREAS, City staff has identified zoning ordinance language that raises concerns over clarity and applicability related to accessory building materials; and WHEREAS, City staff has proposed an amendment to the zoning ordinance intended to address that concern; and WHEREAS, the amendment would add to the readability of the subject ordinance section, increase conformity with the intent of the zoning ordinance generally; and WHEREAS, the Planning Commission held a public hearing on August 41h, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Zoning Ordinance amendment provides an appropriate means of furthering both the intent and the specific goals and policies for land use in the Comprehensive Plan. 2. The proposed amendments eliminate concerns over applicability and imprecise language. 3. The ordinance incorporates applicable provisions of State law and regulation regarding such uses, thus providing a protection for the public and for the operators of such facilities. 4. The proposed amendment is expected to have no negative impacts on municipal public services. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Zoning Ordinance amendment, based on the findings listed above. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-022 ADOPTED this 4`" day of August, 2020, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By; «t Sam Murdoff, Ch it ATTEST: Angela SghWaM, Community Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-023 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE TO REVISE THE MONTICELLO ZONING ORDINANCE RELATED TO WINDOW SIGN PERMITTING AND MANUFACTURED HOMES AND PARKS WHEREAS, City staff has identified zoning ordinance language that raises concerns over clarity and applicability related to window sign permitting and manufactured homes and parks; and WHEREAS, City staff has proposed amendment to the zoning ordinance intended to address those concern; and WHEREAS, the amendment would add to the readability of the subject ordinance section, increase conformity with the intent of the zoning ordinance generally, and eliminate inapplicable language; and WHEREAS, the Planning Commission held a public hearing on August 4"', 2020 and September 1 st, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello snakes the following Findings of Fact in relation to the recommendation of approval: 1. The Zoning Ordinance amendment provides an appropriate means of furthering both the intent and the specific goals and policies for land use in the Comprehensive Plan. 2. The proposed amendments eliminate concerns over applicability and imprecise language. 3. The ordinance incorporates applicable provisions of State law and regulation regarding such uses, thus providing a protection for the public and for the operators of such facilities. 4. The proposed amendment is expected to have no negative impacts on municipal public services. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-023 Monticello City Council approves the Zoning Ordinance amendment, based on the findings listed above. ADOPTED this 1 st day of September, 2020, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Sam urdoff, Chair ATTEST: Angela4u,inmunity Development Director 2 CHAPTER 4: FINISHING STANDARDS Section 4.1 1 Building Materials Subsection (C) Residential District Requirements (2) New materials In recognition of the ever-changing marketplace for new finishing materials, the Community Development Department may authorize the use of materials not listed herein if it is determined that such a material is substantially similar or superior to one or more of the approved building materials. (C) Residential District Requirements (1) All Residence Districts No metal siding shall be permitted wider than 12 inches or without a one-half (1/2) inch or more overlap and relief. (2) R-1 and R-2 Districts A minimum of 15% of the front building fagade of any structure in the R-1 or R-2 Districts, less the square footage area of the garage doors, shall be covered with brick or stone. Any attached or major detached accessory building that can be seen from the street shall meet this same standard. Structures with front facades covered by at least 70% stucco or real wood may reduce the brick or stone coverage to 5%. The Community Development Department may approve optional facade treatments when additional architectural detailing so warrants. Such detailing may include usable front porches, extraordinary roof pitch or other features. (3) R -A and T -N Districts A minimum of 20% of the front building fagade of any structure in the R -A or T- N zoning district, less the square footage area of the garage doors, shall be covered with brick or stone. Any attached or major detached accessory building that can be seen from the street shall meet this same standard. Structures with front facades covered by at least 70% stucco or real wood may reduce the brick or stone coverage to 10%. (4) R-3 District and other Districts with Multiple Family Housing A R-3 District and other districts with multiple family housing shall be subject to building material standards as follows: all building walls facing a public street shall be covered with stone, brick, cultured masonry simulating brick or stone, or other enhanced materials acceptable to the City Council to an extent not less than 20% of the exposed wall silhouette area. In addition, multiple family structures of thirteen (13) or more units shall, when lap horizontal siding, be constructed of heavy gauge steel or cement -board, with no use of vinyl or aluminum permitted. City of Monticello Zoning Ordinance Page 333 CHAPTER 4: FINISHING STANDARDS Section 4.1 I Building Materials Subsection (D) Business District Requirements Natural wood or species that is resistant to decay may be permitted where approved by the City Council. (5) Roofing Materials Roofing materials in residential districts, including for principal and accessory buildings, shall consist of shingles made of asphalt, fiberglass, durable rot - resistant wood (such as cedar), stone (such as slate) or architectural metal (including steel and copper). Heavy gauge steel or copper may be used for standing -seam roofing. Steel may be used only when designed to resemble traditional residential architectural roofing materials. (D) Business District Requirements In all Business Zoning Districts (see table 3-1), the following building materials standards shall apply. (1) No galvanized or unfinished steel, galvalum, or unfinished aluminum buildings, except those specifically designed to have a corrosive designed finish such as"corten" steel, shall be permitted in the districts listed herein. (2) Buildings in these zoning districts shall maintain a high standard of architectural and aesthetic compatibility with conforming surrounding properties to ensure that they will not adversely impact the property values of the abutting properties and shall have a positive impact on the public health, safety, and general welfare, insofar as practicable. (3) Exterior building finishes in the districts subject to this Section shall consist of materials compatible in grade and quality to the following: (a) Brick (b) Natural Stone (c) Decorative rock face or concrete block (d) Cast -in-place concrete or pre -cast concrete panels (e) Wood, provided that the surfaces are finished for exterior use and wood of proven exterior durability is used, such as cedar, redwood, or cypress (f) Glass (g) Exterior Insulated Finish systems, where said system is manufactured to replicate the look of one of the approved building materials in this section (h) Stucco Page 334 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section S.3 Accessory Use Standards Subsection (C) Table of Permitted Accessory Uses (3) Table of Permitted Accessory Uses and Structures TABLEACCESSORY Types Base Zoning Districts ConditionallyRequirements AdditionalUse Permitted "I" = Interim Permitted • 0 Accessory Building — p __p _p p p p p p p p P P P P P P minor 5.3 D I ( 1( 1 Accessory Building — p p p p p p p C P P P P P P P Pmajor 5.3(D)(2) Adult Use — accessory Ir C 5.3(D)(3) Agricultural Buildings P 5.3(D)(4) Air Conditioning Units P P P P P P P P P P P P P P P P 4�) Automated Teller P P P P P P P P Machines (ATMs) 5.3(Dl(5l Automobile Repair — C Major j.3(D 6 Automobile Repair — C C Minor 5.3(D)(7) Boarder(s) P P P 5.3(D)(8) Bulk Fuel Sales/Storage P P P C C C 5.3(D1(91 Cocktail Room (Retail Sales Accessory to Micro- C C C C C C Distillery) 5.3(D( 10) Co -located Wireless Telecommunications C C C C C C C C C C C C C C C C Antennae 4.13(El Columbarium (Accessory P P P P P P P use to Cemeteries) 5.3(_D l I) Commercial Canopies P P P P P P P P 5.3(D(12) Commercial Transmission/ Reception Antennae/ C C C C C C Structures 113(D) Donation Drop-off P P Containers 5.3(D(13) Drive -Through Services P P P C P P P 5.3Q 14) Entertainment/Recreation C C C C 5.3(D)(15) — Outdoor Commercial Fences or Walls P P P P P P P P P P p p P P P P 4.3 Greenhouse/Conservatory p p p p p p p p p p p p p p p P 5.3 D 16 (non-commercial) HeliportsC C C C C 5.3(D�(17) Home Occupations P P P P P P PLP P P 5.3(D�(18) Indoor Food / p P P P P P P 5.3(D)(19) Convenience Sales Page 412 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section S.3 Accessory Use Standards Subsection (D) Additional Specific Standards for Certain Accessory Uses (D) Additional Suecific Standards for Certain Accessory Uses (1) Accessory Building — Minor (a) Minor accessory buildings do not require a building permit, but shall comply with all applicable zoning regulations. (b) In the M -H district, one minor accessory building for storage of equipment and refuse is permitted for each manufactured home provided the accessory building can meet all required setbacks, and is designed of weather resistant material that will enhance the general appearance of the lot. (2) Accessory Building — Major (a) In all residential districts except M -H, the following shall apply: (i) Size Page 414 City of Monticello Zoning Ordinance Base Zoning Districts Additional Requirements Retail Sales of Goods (as P P P P P P C C 5.3(D)(29) part of an office or industrial use) Shelters (Storm or P P P P P P P P P P P P P P P P 5.3 D 30 Fallout) Sign(s) P P P P P P P P P P P P P P P P 5.3 D 31 Solar Energy System P P P P P P P P P P P P P P P P 5.3(DJ(32) Swimming Pool P P P P P P P P P P P P P P P P 5.3(DJ(33) Taproom (Retail Sales C C C C C C 5.3(D)(34) Accessory to Production Brewery) Large Trash Handling and P P P P P P P P P P P P 5.3(D)(35) Recycling Collection Area Wind Energy Conversion C C C C C 5.3(D)(36) System, Commercial Wind Energy Conversion C C C C C C C C C C C C C C C C 5.3(D)(37) System, Non-commercial Wireless 4.3 1 Telecommunications C C C C C C C 4.3(F1 Support Structures (D) Additional Suecific Standards for Certain Accessory Uses (1) Accessory Building — Minor (a) Minor accessory buildings do not require a building permit, but shall comply with all applicable zoning regulations. (b) In the M -H district, one minor accessory building for storage of equipment and refuse is permitted for each manufactured home provided the accessory building can meet all required setbacks, and is designed of weather resistant material that will enhance the general appearance of the lot. (2) Accessory Building — Major (a) In all residential districts except M -H, the following shall apply: (i) Size Page 414 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section 5.3 Accessory Use Standards Subsection (D) Additional Specific Standards for Certain Accessory Uses 1. Except by Conditional Use Permit issued pursuant to Section 5.3(1))(3)(a)(i)(2) below, no detached accessory building shall exceed ten percent (10%) of the rear yard of the parcel on which it is located, nor shall any combination of attached garage and detached accessory building exceed the following maximum area, whichever is less: a. 1,200 square feet; or b. The gross square footage of the principal building footprint. 2. The size limitations for accessory building area listed in Section 5.3(D)(3)(a)(i)(1) above may be increased, up to a maximum square footage of 1,500 square feet, by the issuance of a Conditional Use permit when the following conditions are found to exist: a. Accessory building space is to be utilized solely for the storage of residential personal property of the occupant of the principal dwelling, and no accessory building space is to be utilized for commercial purposes. b. The parcel on which the accessory building is to be located is of sufficient size such that the building will not crowd the open space on the lot. c. The accessory building will not be so large as to have an adverse effect on the architectural character or reasonable residential use of the surrounding property. d. The accessory buildings shall be constructed to be similar to the principal building in architectural style and building materials. (ii) Private Garages 1. Private garages shall be used by the family or families residing upon the premises, except as follows: a. One-half of the private garage spaces on the premises can be rented to non-residents of the property for private passenger vehicles and/or non-commercial vehicles, trailers, or equipment if sufficient off-street parking in full compliance with this ordinance is provided elsewhere on the property. b. All of the private garage spaces on the premises can be rented to non-residents of the property for private passenger vehicles and/or non-commercial vehicles, trailers, or equipment if the available garage space does not exceed two spaces. 2. No business, service, or industry shall be carried on within a private garage; 3. Private garages shall not be used for the storage of more than one (1) commercial vehicle owned or operated by a resident per dwelling unit. City of Monticello Zoning Ordinance Page 415 CHAPTERS: USE STANDARDS Section S.3 Accessory Use Standards Subsection (D) Additional Specific Standards for Certain Accessory Uses (b) In the M -H district, the following shall apply: (i)Accessory storage buildings in manufactured home parks, if not reviewed and approved as part of a PUD, shall be conditionally permitted subject to the following additional requirements: 1. The storage building and any accompanying outdoor storage area shall be for the sole use of the residents of the manufactured home park and shall not be used by non-residents. 2. Accompanying outdoor storage areas shall be fully screened from surrounding manufactured home units and adjacent properties. (c) In all business and industrial districts, commercial or business buildings and structures for a use accessory to the principal use is permitted provided that: (i) In all districts except I-2, such use shall not exceed thirty (30) percent of the gross floor space of the principal use. (ii) In the I-2 district, such use shall not exceed forty (40) percent of the gross floor space of the principal use. (3) Adult Use/Accessory Activities provided that: (a) Activities classified as obscene as defined by Minnesota Statute 617.241 are MN Statute 617.241 not permitted and are prohibited. (b) An adult use which does not qualify as an accessory use shall be classified as an adult use/principal. (c) Adult use/accessory activities shall be prohibited from locating in any building which is also utilized for residential purposes. (d) Adult use/accessory activities shall comprise no more than ten (10) percent of the floor area of the establishment in which it is located or shall comprise an area no greater than 100 sq ft of floor area in which it is located, whichever is smaller. (e) Adult use/accessory activities shall be restricted and prohibited from access to minors by the physical separation of such items from areas of general public access: (i) Movie Rentals. Display areas shall be restricted from general view and shall be located within a separate room, the access of which is in clear view and under the control of the persons responsible for the operation. (ii) Magazines. Publications classified or qualifying as adult uses shall be covered with a wrapper or other means to prevent display of any material other than the publication title. Page 416 City of Monticello Zoning Ordinance CHAPTER 2: APPLICATION REVIEWS AND PROCEDURES Section 2.4 Specific Review Procedures & Requirements Subsection U) Sign Permits (J) Sign Permits (1) Purpose and Scope This subsection sets out the procedures to follow when requesting a sign permit. (2) Initiation of Proceedings A request for a Sign Permit shall be initiated by application of the property owner or other person having authority to file an application pursuant to Section 2.3(B), Authority to File Applications. (3) Application (a) All applications for a Sign Permit shall be in accordance with Section 2.3, Common Review Requirements. (b) In addition to general review requirements, applications for a Sign Permit shall also include at least the following to be considered complete (except as exempted by the Community Development Department): (i) Names and addresses of the applicant, owners of the sign and lot. (ii) The address(es) at which the sign(s) are to be erected. (iii) The lot, block and addition at which the signs are to be erected and the street on which they are to front. (iv) Type and size of sign (e.g., wall sign, pylon sign). (v) A site plan (or survey if required by the Community Development Department) which is to scale showing the location of lot lines, building structures, parking areas, existing and proposed signs and any other physical features. (vi) Plans, location and specifications and method of construction and attachment to the buildings or placement method on the ground. (vii) Copy of stress sheets and calculations showing that the structure is designed for dead load and wind pressure in any direction in the amount required by this and all other laws and ordinances of the City, if required. (viii) Written consent of the owner or lessee of any site on which the sign is to be erected. (ix) Any electrical permit required and issued for the sign. (x) A detailed description of any electronic or electrical components that are proposed to be added to the sign. All sign requirements can be found in Section 4.5: Signs Section 2.3: Common Review Requirements Page 46 City of Monticello Zoning Ordinance CHAPTER 2: APPLICATION REVIEWS AND PROCEDURES Section 2.4 Specific Review Procedures & Requirements Subsection U) Sign Permits (xi) If the proposed sign is a sandwich board sign to be located in the CCD District, the owner of the sign shall provide a certificate of general liability insurance with minimum coverage of three hundred thousand dollars ($300,000.00) naming the City as an additional insured for the sign to be located upon the public right-of-way within the CCD, Central Community District. (xii) Other information to demonstrate compliance with this and all other ordinances of the City. (4) Review (a) Sign Review Criteria Approval of a Sign Permit application shall be based on the following criteria: (i) Whether the proposed sign is consistent with all the requirements of this ordinance and any other City Code requirements; (ii) Whether the proposed sign is in compliance with the applicable zoning district and overlay district regulations; and (iii) Whether the proposed sign meets all the requirements or conditions of any applicable development approvals or agreements. (b) Sign Review Process (i) The Community Development Department will review all sign permit requests. (ii) Applications determined to conform with the approval criteria outlined in Section 2.4(K)(4)(a) shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. (iii) Applications not conforming with the approval criteria outlined in Section 2.4(K)(4)(a) shall be denied by the Community Development Department. A notice of denial shall be provided to the applicant which includes all identified reasons for denial. (5) Reasonable Conditions In approving a sign permit, the Community Development Department may impose such reasonable conditions and requirements as it deems necessary and appropriate to ensure continued compliance with a sign permit review criteria. City of Monticello Zoning Ordinance Page 47 CHAPTER 2: APPLICATION REVIEWS AND PROCEDURES Section 2.4 Specific Review Procedures & Requirements Subsection (K) Temporary Use Permits (6) Effect of a Sign Permit Approval (a) The issuance of a Sign Permit shall authorize only the installation or replacement of signage approved by the Community Development Department. (b) A Sign Permit, including any conditions, shall run with the land and shall not be affected by a change in ownership. (7) Time Limit (a) Failure to install the approved signage within six months of the date of approval will invalidate the permit. (b) Upon written request, one extension of six months may be granted by the Community Development Department if the applicant can show good cause. (8) Amendments All requested amendments to an existing sign permit shall be processed in the same manner as a new application. (9) Appeal The applicant for a Sign Permit may appeal the decision of the Community Development Department to the Board of Adjustment and Appeals per Section 2.4(H). (I) Temporary Use Permits (1) Purpose and Scope This subsection sets out the procedures to follow when requesting a Temporary Use permit. (2) Initiation of Proceedings A request for a Temporary Use Permit shall be initiated by application of the property owner or other person having authority to file an application pursuant to Section 2.3(B), Authority to File Applications. (3) Application (a) All applications for a Temporary Use Permit shall be in accordance with Section 2.3, Common Review Requirements. Page 48 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District e. Buildings adjacent to single family. Building side walls adjacent to single family residentially zoned properties, or directly across a public street from such properties, shall have side wall heights of no greater than the horizontal distance to the nearest single-family structure. Buildings abutting single family residentially zoned properties shall have roofs sloping toward the abutting single family use, or shall employ at least one of the transitional features in Section 4.7 of this ordinance. f. Building materials. Building materials for all uses shall be predominantly glass, brick, natural or cultured stone, or equivalent masonry material. Materials for lapped siding, board -and -batten, or shake exteriors shall be composite, maintenance free materials, and shall be limited in overall exterior use to: o Residential structures, no more than 30 percent of building exterior. o Commercial and other structures, no more than 15 percent of building exterior may be comprised of architectural metal, which shall be integrated into the building design. o Mixed use buildings shall comply with the commercial building requirements. 3. PERFORMANCE STANDARDS a. Character Area Standards i. Broadway • All buildings should have a storefront or entrance on Broadway. Buildings shall be oriented toward the front of the lot, with a maximum 10' setback. Setbacks may be increased to accommodate outdoor seating or activity spaces approved by Planning Commission during site plan review. Such spaces shall be improved with enhanced paving and landscaping materials and other elements. Storefronts facing any public street shall consist of a minimum of 50% window/door transparency on ground floor. Buildings shall be between 2-4 stories, additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Buildings shall have a maximum width of 60 feet, or shall be articulated by setback, materials or window treatments roofline variation, or other design methods to reflect the appearance of separate buildings, in approximately 30- 60' increments. City of Monticello Zoning Ordinance Page 117 CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District Ground floor commercial buildings which front on public streets or open space shall not be entirely comprised of office uses, but shall include other retail, hospitality or entertainment uses. • Sidewalks and/or pathway connections shall be provided for all development projects. U. WalnutXedar • Features such as upper balconies, dormers, courtyards, porches and dooryards shall be incorporated for residential uses. Buildings shall be between 2- 4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Buildings shall be oriented toward Walnut and Cedar Street and toward front corners where applicable. iii. Pine Street • Buildings shall be between 2-4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. • Buildings shall be oriented to Pine Street with secondary entrances located on side or interior facades. Corner properties shall have dual orientation. b. Use Type Standards i. Residential • Single/Two Family: Where permitted, the requirements of the R-2 District will apply. • Townhouse o Permitted where the subject property has no direct frontage on Broadway or Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 25 feet or 2 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. Page 118 City of Monticello Zoning Ordinance CHAPTER 4: FINISHING STANDARDS Section 4.5 Signs Subsection (H) General Provisions (12) Height The top of a wall sign, including its superstructure, if any, shall be no higher than the roof of the building to which such sign may be attached. (13) Landscaping A site plan shall be submitted as a part of any application for a freestanding sign which includes plans for the landscaping of the area near the sign, and which demonstrates that the sign will complement the existing or proposed general site landscaping of the property. (14) Vehicle Fuel Facilities Signs for vehicle fuel facilities shall be regulated by the sign provisions for the zoning district in which the facility is located, except that within a freestanding sign, an area not to exceed sixteen (16) square feet shall be allowed for continuous display (no flashing, scrolling or other animation) of electronic or non -electronic changeable copy identifying current fuel prices in accordance with Minnesota state statutes section 239.751. (15) Window Signs Window signs are not considered a part of the maximum sign area otherwise allowed under Section 4.5 of this ordinance and do not require a permit. (16) Changeable Copy Signs (a) Changeable copy signs are subject to the following additional regulations: (i) Signs must be permanently anchored to the structure. (ii) Signs must be incorporated within the overall sign structure for both monument and pylon signs and must be consistent in design with the sign structure. (b) Within commercial and industrial districts and for civic and institutional uses including, but not limited to, public school facilities, hospital and medical facilities, municipal facilities and places of public assembly, one (1) changeable copy sign shall be allowed per site provided that the area of the sign not exceed twenty-five (25) percent of the allowable sign area or fifty (50) square feet, whichever is less, for a freestanding or wall sign. The area of this sign shall be counted against the maximum sign area for the building, except where the property owner has agreed to forgo the use of temporary signs in accordance Section 4.5(I)(2) in which case the area of the changeable copy sign shall be allowed in excess of the maximum sign area. City of Monticello Zoning Ordinance Page 279 CHAPTER 3: ZONING DISTRICTS Section 3.7 Overlay Zoning Districts Subsection (1) Performance Based Enhancement District (4) LED Illumination Section 4.5(H)(7): hi the Freeway Bonus Sign District, unshielded LED (Light Emitting Diode) Illuminated Signs illumination may be used pursuant to the regulations found in Section 4.5(H)(7). (H) DW: Drinking Water Supply Management Area (1) RESERVED Performance Based Enhancement District (1) Purpose The purpose of the Performance Based Enhancement Overlay District is to provide for by -right development flexibility and enhancement in exchange for meeting special design controls and/or protecting sensitive natural features. The district is intended to create a reasonable balance between the interests of a property owner seeking more development options on a property and the interests of the surrounding property owners in the following ways: (a) By encouraging a more creative approach in commercial and housing developments that will result in quality living environments through innovative design and aesthetic controls; (b) By permitting a combination of housing types and styles, including single family, two-family, and multiple family dwellings, with the exception of manufactured homes; (c) By allowing flexibility in design by permitting cluster developments and a variety of architectural styles and treatments; (d) By allowing flexibility in setback and height restrictions; (e) By providing an efficient use of land resulting in more cost efficient installation of utilities, streets, and other facilities; (f) By encouraging the preservation of common open space, recreational facilities, natural features such as woodland, wetland, and flood plain; (g) By contributing to the tax base of the community without making undue demands on the community services; (h) By providing the means for greater flexibility in environmental design than is provided under the strict application of the Monticello zoning ordinance and City of Monticello Zoning Ordinance Page 207 CHAPTER 3: ZONING DISTRICTS Section 3.7 Overlay Zoning Districts Subsection (1) Performance Based Enhancement District subdivision ordinance while at the same time preserving general welfare of the City of Monticello and its inhabitants. (2) District Application The provisions of Section 3.7(I) shall apply to all lands within the jurisdiction of Monticello that are denoted on the official zoning map as being within the performance based enhancement overlay district. (3) Relation to Underlying Zoning District The performance based enhancement district provides different opportunities based on the underlying zoning district as follows: (a) R-1 and R-2 Base Zoning Districts Properties with a base zoning district classification of R-1 or R-2 within the performance based enhancement district can provide a harmonious mixture of different residential land use types to best utilize the development potential of the land given the natural environment and existing/future adjacent land uses. (i) Uses in general Uses shall be governed by the regulations for the R-2 zoning district as outlined in Tables 5-1, 554 and 556. (ii) Allowed Density 1. The base density shall be governed by the regulations for the underlying zoning district. 2. Adjustments to the allowed base density shall be permitted in accordance with the provisions of the performance based enhancement district, but in no case shall the maximum density of the underlying zoning district be exceeded. 3. Allowed percentage reductions to base density requirements shall always be calculated off the standard base density for the underlying zoning district, with the sum of all allowed reductions being used to calculate the final allowed density. (iii) Lot Standards 1. Minimum lot size shall be equivalent to the required square feet per unit following execution of all permitted density adjustments outlined in Section 3.7(I)(4). 2. Minimum lot width shall be based on the required minimum lot size per the following table: Page 208 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section 5.1 Use Table Subsection (A) Explanation of Use Table Structure JReshlential Uses 5.2(C)(1) Attached Dwelling Types 5.2(C)(2)(a) - Duplex p C 5.2(C)(2)(b) - Townhouse C p 5.2(Cl(2)(c) - Multiple -Family h C P C C 5.2(C)(2)(d) Detached Dwelling p p p p p p None Group Residential Facility, Single Family P P P P P 5.2(C)(3) Group Residential Facility, Multi -Family CC C 5.2(C)(3) Mobile & Manufactured Home /Home Park C C C P C �T 5.2(C)(4) Civic & Institutional Uses Active Park Facilities (public) P PP p P P P P P P P P P P P None Active Park Facilities (private) P P p p P P P 5.2(D)(1) Assisted Living Facilities C P C C C C P 5.2(D)(2) 5.2(D)(31 Cemeteries C C C C C Clinics/Medical Services C p p C None p p p None Essential Services p p p p p p p p p p p p Hospitals C p p C 5.2(D)(4) Nursing/Convalescent Home C C C C C C C C C P P 5.2(D)(5) Passenger Terminal C C C C None Passive Parks and Open Space P P P P P P P P P P P P p p p None Place of Public Assembly C C C C C p C 5.2(D)(6) Public Buildings or UsesC C C C C C C P C C P P C P P 5.2(D)(7) Schools, K-12 Schools, Higher Education Utilities (major) C C C C C C C C I I 5.2(D)(8) None C C 5.2(D)(9) City of Monticello Zoning Ordinance Page 357 CHAPTERS: USE STANDARDS Section S.2 Use -Specific Standards Subsection (C) Regulations for Residential Uses (i) No overnight facilities are provided for the children served. Children are delivered and removed daily. (ii) All state laws and statutes governing such use are strictly adhered to and all required operating permits are secured. (b) Group Residential Facility, Multi -Family (i) Group Residential Facility, Multi -Family shall require authorization through a conditional use permit following the provisions of Section 2.4(D) of this ordinance, subject to the following conditions: 1. Density of residents shall equal no more than one person per 520 square feet of total net livable area in the principal dwelling. 2. Living accommodations for on-site resident staff shall be deducted from the principal dwelling square footage for purposes of determining density in (1) above. 3. The property shall be developed to provide 2 off-street parking spaces for staff and one space per 3 residents for visitors. 4. Parking areas shall be paved with concrete or bituminous surface, and shall meet all other standards of parking lot design in this ordinance, with the exception that the use shall be exempt from curb requirements. 5. The property shall maintain a minimum of 30% landscaped green space based on the gross area of the property. 6. The building shall be designed and constructed to be consistent with the architectural character of the neighborhood in which it is located. (4) Manufactured Homes / Manufactured Home Park (a) Manufactured Homes in General All manufactured homes within the City of Monticello shall be built in conformance with the manufactured home building code and comply with all provisions of this ordinance. (b) Manufactured Home Parks Development of new manufactured home parks shall be encouraged to use the planned unit development (PUD) process to allow the City to vary or modify the strict application and requirements for manufactured home parks to more readily accommodate this type of development. However, absent development through a PUD, the following requirements shall apply: (ii) In General: 1. The minimum total manufactured home park area shall be five acres. 2. Each designated mobile home site shall not be less than 2,500 sf. Page 368 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section 5.2 Use -Specific Standards Subsection (C) Regulations for Residential Uses 3. Notwithstanding the type of development concept used, the maximum density shall be thirteen (13) manufactured homes per acre. 4. Manufactured homes shall be the only permitted dwelling type in a manufactured home park. 5. No tents shall be used for other than recreational purposes in a manufactured home park. 6. There shall be no outdoor camping anywhere in a manufactured home park. 7. Laundry and clothing shall be hung out to dry only on lines located in Council approved areas established and maintained exclusively for that purpose. 8. Adequate storm shelters for all residents of the manufactured home park shall be provided on-site. 9. No part of any manufactured home park shall be used for non- residential purposes, except such uses that are required for the direct servicing and well-being of park residents and for the management and maintenance of the park. Section 3.7(0: 10. All manufactured homes must be securely anchored in a manner Floodplain which meets shoreland district requirements (if within a shoreland District district) and applicable state requirements for resisting wind forces. (iii) Grading, Drainage and Groundcover: 1. Condition of soil, ground water level, drainage, topography shall not create hazards to the property or the health and safety of the occupants. 2. The ground surface in all parts of every manufactured home park shall be graded and equipped to drain all surface water in a safe, efficient manner. 3. Exposed ground surfaces in all parts of every manufactured home park shall be paved or covered with stone, screening or other solid material, or protected with a grass that is capable of preventing soil erosion and of eliminating objectionable dust. 4. No portion of a manufactured home park shall be subject to unpredictable or sudden flooding. (iv) Setbacks and Lot Requirements 1. Manufactured homes shall be separated from each other and from other buildings and structures by at least fifteen feet. 2. An accessory structure such as an awning, cabana, storage cabinet, carport, windbreak, and porch which has an opaque top or roof, shall, for purposes of all separation requirements, be considered to be part of the manufactured home. However, applicable building code separation requirements shall still apply as applicable. City of Monticello Zoning Ordinance Page 369 CHAPTERS: USE STANDARDS Section 5.2 Use -Specific Standards Subsection (C) Regulations for Residential Uses 3. There shall be a minimum distance of twenty feet between the manufactured home stand and abutting park street; 4. All manufactured homes, off-street parking spaces, and structures shall be located at least thirty feet from any property boundary line abutting upon a public street or highway and at least thirty feet from other property boundary lines; 5. Each manufactured home site shall have frontage on an approved roadway and the corner of each manufactured home site shall be marked and each site shall be numbered. 6. Dedicated storage area(s) and building(s) shall be for the sole use of the residents of the manufactured home park and are not available for use by non-residents. (v) Screening and Open Space 1. All manufactured home parks located adjacent to residential, recreational, commercial or industrial land uses shall provide screening such as fences, shrubs, trees along the property boundary line separating the park and such uses, and shall be maintained by the State license holder in a neat and orderly manner. 2. A minimum of 2,000 sf for every acre, or part thereof, in a manufactured home park shall be provided for definable play areas and open space. Such areas of open space and play area shall not be areas included within any setback nor shall they include any areas of less than twenty feet in length or width. (A) Parking Each manufactured home site shall be served by two (2) off-street parking spaces for automobiles. (vii) Utilities 1. All manufactured homes shall be connected to a public water and sanitary sewer system or a private water and sewer system approved by the State Department of Health. 2. All installations for disposal of surface storm water must be approved by the City. 3. All utility connections shall be as approved by the City. 4. The source of fuel for cooking, heating, or other purposes at each manufactured home site shall be as approved by the City. 5. All utilities shall be underground; there shall be no overhead wires or supporting poles except those essential for street or other lighting purposes. Page 370 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section 5.2 Use -Specific Standards Subsection (D) Regulations for Civic and Institutional Uses 6. No obstruction shall be permitted that impedes the inspection of plumbing, electrical facilities, and related manufactured home equipment. 7. The method of garbage, waste, and trash disposal must be approved by the City. 8. Owner shall pay any required sewer and connection fees to the City. (viii) Lighting: 1. Artificial light shall be maintained during all hours of darkness in all buildings containing public toilets, laundry equipment, and the like. 2. The manufactured home park ground shall be lighted as approved by the City from sunset to sunrise. (D) Regulations for Civic and Institutional Uses (1) Active Park Facilities — Private Private park facilities must be operated only for the enjoyment and convenience of the associated residents and their guests. (2) Assisted Living Facilities (a) The development must be contained on an independent parcel; 30% of the parcel must be preserved as open space at least 2/3rds of which shall be useable. (b) To continue to qualify for the senior citizen housing classification, the owner or agent shall annually file with the Community Development Department a certified copy of a monthly resume of occupants of such a multiple dwelling, listing the number of tenants by age. (c) One (1) off-street loading space shall be provided in compliance with Section 4.9, Off -Street Loading Spaces. (d) Elevator service shall be provided to each floor level which contains senior housing units. (e) The site of the main entrance of the principal use is served or is located within four hundred (400) feet of regular transit service. (f) Efficiency units shall be a minimum floor area of 440 square feet, and shall not exceed twenty (20) percent of the total number of apartments in a multiple dwelling. City of Monticello Zoning Ordinance Page 371 City Council Agenda: 9/14/2020 2J. Consideration of lighting control upgrade at the Xcel Ballfields for $17,387 (TP, ML) A. REFERENCE AND BACKGROUND The Monticello Parks Department is recommending upgrading the lighting controls at the Xcel Ballfields. The upgrade would retrofit the current high voltage lighting controls from an individual manual switch gear to an anatomic lighting control system. This system will allow staff to schedule, control, and monitor lights remotely. This upgrade will bring the current system up to current OSHA and state electrical standards ensuring employee safety; furthermore, to reduce the necessity of staff meeting face to face with the various ballfield associations, which will aid in social distancing and reduce the risk of exposure to Covid-19. The installation of the new lighting control system will reduce the risk of a hazardous arc flash from the high voltage switch gear. The lighting system will also integrate with the new parks and recreation software. The upgrade will reduce staff time and increase employee safety by turning lights on/off manually. The proposed Musco Control -Link is a sole sourced product that will work with our existing Musco lighting fixtures and components. Staff received a proposal from Musco Lighting to upgrade the controls at the Xcel Ballfields for the sum of $12,350. Staff also requested proposals from local electricians to perform the installation. Design Electric was the low proposal at $5,037. The total project cost for the Control -Link retrofit kit and the electrician to perform the installation is $17,387. Al. Budget Impact: While this is not a budgeted item for the Parks Department, staff sees this as a beneficial upgrade for safety and health reasons and; therefore, is recommending Cares Act Funding for this installation. The Cares Act requires that expenditures meet the following three guidelines: 1. Are necessary expenditures incurred due to the public health emergency with respect to COVID-19. a. During the pandemic recreation activities have been allowed by the state to continue including the use of the Xcel Ballfields. The installation of this system will promote remote telework for staff and also reduce face to face interactions between staff and the public. 2. Were not accounted for in the current budget. a. These funds weren't included in the approved 2020 budget. 3. Expenditures need to be made by November 15, 2020, a. Installation of the system is expected to be completed prior to November. All of the CARES Act funded projects will be subjected to an approval process and there is a chance that expenditures could be deemed ineligible. If this expenditure is deemed ineligible it is expected this would be funded from our electric franchise fees that are currently unbudgeted. A2. Staff Workload Impact: Reduce staff time on site and aid in social distancing efforts to prevent the spread of Covid-19. City Council Agenda: 9/14/2020 B. ALTERNATIVE ACTIONS 1. Motion to accept proposals from Musco Lighting and Design Electric to complete the lighting retrofit at the Xcel Ballfields for the Sum of $17,387, using Cares Act Funding. 2. Motion to deny upgrading the lighting controls at the Xcel Ballfields at this time. C. STAFF RECOMMENDATION Staff recommends lighting upgrades at the Xcel Ballfields as outlined in Alternative #1. In the event the purchase fails to qualify for Cares Act funding, other expenditures will be considered for postponement or deferral to the next budget cycle. D. SUPPORTING DATA A. Musco Control -Link Specs B. Proposals from Local Electricians 2 0000 mus w. We Make It Happen® @2012,2015 Musco Sports Lighting, LLC • M-1464-en04-3 Contents BeforeYou Begin.........................................................................................3 SafetyInformation.................................................................................3 About These Instructions....................................................................3 Electrical System Requirements.......................................................4 Cabinet Dimensions..............................................................................5 0 0 0 o Component Matching and Labeling 5 0 0 o Installation Procedure...............................................................................7 0000 @2012, 2015 Musco Sports Lighting, LLC • M-1464-en04-3 musco Before You Begin Safety Information Electrical Safety Guidelines Use extreme caution near overhead power lines or underground utilities. Observe all safety precautions for high-voltage equipment. Only qualified personnel may perform wiring. Follow all applicable building and electrical codes. General Safety Guidelines Follow proper safety procedures during installation. Installers must wear appropriate personal protective equipment, including eye protection. Locate all underground utilities before digging. All tools and equipment Musco supplies are designed for a specific use as described in these instructions. Do not use them in any other manner. Do not alter structural members in any way, such as bending, welding, or drilling, without prior authorization from Musco. About These Instructions These instructions detail basic installation procedures for the Control -Link® control system with contactors. They are not a comprehensive guide to all possible situations. Direct any questions to Musco at +1 -800-825-6020 or call your local representative. Throughout this manual, note these important symbols: QThe safety alert symbol alerts you of situations that require care and caution to avoid serious personal injury. El The stop and check symbol signals you to stop and verify conditions before proceeding. The contact Musco symbol appears in special situations where you may need to call Musco for further information. 0000 musco.. The go -to arrow tells you where to find further instructions for special situations or optional features. ®The tip symbol points out advice that makes installation easier. ® The recycle symbol identifies recyclable materials. ©2012, 2015 Musco Sports Lighting, LLC - M-1464-en04-3 Before You Begin Electrical System Requirements Only a qualified electrician may perform electrical work. Follow all applicable code requirements. Ensure your electrician reviews the following information before beginning installation. • Ensure supply wiring is rated for 90 °C. • Size circuit breakers for full load amperage draw of each circuit. Refer to cabinet interior door label for short circuit current rating information. • A transformer may be required to supply control power. See Control Power Consumption table in Control System Summary. • The control system requires power at all times for manual lighting control, scheduling, and communication with Musco's Control -Link CentraIT" service center. Only switch off power for maintenance. Supply a breaker lock -on device. Control System Summary Musco supplies a Control System Summary for every project. This document is necessary for system design and pre- installation planning. It contains project -specific details you need for installation. Here are the contents: • Project information - Project details - Contact information - References to documents such as lighting design scan - Voltage, frequency, and phase - Control voltage • Materials checklist - A quick reference of everything you supply for the project • Equipment listing - Cabinets - Contactors and sizes - Switches • Important installation notes • Control system diagram - Cabinet layout - Wire runs and conduit details • Switching schedule - Fields and lighting zones • Control power consumption - Control voltage and phase requirements - Volt -amp loading of control system • Circuit summary by zone - Switching zone details (pole, number of luminaires, field, contactor ID, zone) - Full load current draw for each circuit • Panel summary - Panel layout by circuit - Service Control module location for each circuit/ contactor • Zone schedule - Field/circuit grouping by zone/selector switch 0000 ©2012, 2015 Musco Sports Lighting, LLC - M-1464-en04-3 musco 4 Before You Begin Cabinet Dimensions 0.44 in dia. (11 mm) 72.00 in (1829 mm) 73.25 in (1861 mm) 49.25 in (1251 mm) 48.00 in (1219 mm) 24.00 in (610 mm) 18.00 in (457 mm) a n _ 12.86 in (327 mm) 11.38 in (289 mm) 10.00 in r(25 44 mm) n Control cabinet 48 in (1219 mm) or 72 in (1829 mm) Notes: • Manual switches shown may differ on your equipment • Shorter cabinet defined by dashed outline Component Matching and Labeling Musco labels all equipment to make installation easy. Components, cabinets, wiring, and connectors are all clearly marked with location, function, or any information needed for proper installation. Electrical Components Labeling Control voltage in 0 U Control module � (control voltage entry in upper cabinet) 1 Contactor modules 1 (lighting circuit voltage must II not enter upper cabinet) II 0 a V J OCXDO musco.. Lighting circuit voltage in (line side) Ground bar Cellular radio Control module Control voltage to 0 additional cabinets (if needed) Input / output rack Control cabinet 48 in (1219 mm) shown Protective cover Lighting circuit voltage out (load side) @2012, 2015 Musco Sports Lighting, LLC - M-1464-en04-3 l.. 1 Before You Begin Wire and Connector Labeling All cabinets are factory wired. Musco provides plug-in connectors to run harnesses between cabinets. The connectors are clearly labeled for easy installation. Location Stenciling Each enclosure is custom fabricated for a specific location in your facility.To ensure installation at the correct location, we stencil the top of each cabinet with the facility name and electrical service. Cabinet Labeling A label in the upper right corner of the door identifies each cabinet. This label gives the control module ID and cabinet sequence. For example: 01-1 (first control module, first cabinet), 01-2 (first control module, second cabinet). See Control System Summary for a complete list of all supplied equipment. OCXDO musco' 111 111 1111111 1111111 ©© 0©© N©©0©0010 I©©0©0000 1A 1B 2A 0 123 456 123456789 123456789 000 000 000000000 000000000LI H FACILITY NAME SERVICE LOCATION Top view of cabinet Cabinet number Control module identification ©2012, 2015 Musco Sports Lighting, LLC - M-1464-en04-3 Installation Procedure QWarning Shock hazard Disconnect power from distribution panel before opening. Take measures to ensure power remains disconnected until all installation steps are completed. Mount cabinets in desired locations. Note: If you are installing optional manual switches cabinet you may locate it up to 300 ft away (75m with 2.5 mm2 wire) but not farther. © Cut entryways. Run conduit and wireway as needed for all cabinets. 13 Refer to Control System Summary for specific conduit runs needed in your project. ©Install dedicated 20 amp circuit breaker in distribution panel to supply control circuit power. Install transformer if needed. See Control System Summary for information on Transformer (to provide control breaker and transformer sizing. power, if needed) Install lock -on device to control power circuit breaker. Apply provided label Leave Breaker On Unless Performing Maintenance to panel beside breaker. ©Run control circuit power wires to control cabinet. Land on terminals provided (1-1, N, G). OCXDO musco.. Electrical distribution panel L1 Ground (G) ---] F-- Neutral (N) Control cabinet #1 ©2012, 2015 Musco Sports Lighting, LLC - M-1464-en04-3 FA Installation Procedure If your project has only one control cabinet, skip to step 7. Connect factory -supplied control harnesses as needed between cabinets. Route wires through conduit and plug connectors into matching sockets as labeled. Note: Musco supplies control harnesses in standard lengths of 8 ft (2.4 m). If needed, disconnect and rebuild with longer wire: 12 AWG (2.5 mm2). The table gives wire and connector identification for reference. El Important: If combined length of all harnesses exceeds 30 ft (9 m), then subsequent cabinets need additional surge protection. Contact Musco for assistance. Example: Cabinet 1 to 2 is 20 ft (6 m), cabinet 2 to 3 is 20 ft (6 m), total harness length is 40 ft (12 m). Cabinet 3 needs additional surge protection device. 1A 1B 2A 5 Control cabinet #1 OCXDO musco 8 Control Harnesses Factory built harnesses 12 in (300 mm) Typical 1 A 11 Black Control power to switches 1 -4 1 A 12 Red Control power to switches 5 - 8 Filtered control 1 A 72 Brown power 1 B N White Neutral 1 B G Green Ground 1 B 71 Blue/white Filtered neutral 21-24 Black Switched power to 2A 25-27 Red contactor coil 5 51-57 Orange g Contactor status feedback 1A 1B 2A 5 1A 1B 2A 5 Control cabinet #2 Connector 1A, pos. 1 Connector 1A, pos. 2 Connector 1 A, pos. 3 Connector 1 B, pos. 4 Connector 1 B, pos. 5 Connector 1 B, pos. 6 Connector 2A, pos. 1-7 Connector 5, pos. 1-7 To next cabinet (if present) ©2012, 2015 Musco Sports Lighting, LLC - M-1464-en04-3 Installation Procedure Open protective cover over contactors using 8 mm hex key. Connect all control cabinets to system ground in distribution panel. Do not chain grounding conductors from cabinet to cabinet. See table Ground Bar Wire Range and Torque for torque requirements. Note: Reliable operation of surge protection equipment requires home run of ground wires to minimize resistance from additional connections. Ground Bar Wire Range and Torque 6-4 AWG (16 mm') 35 in -lb (4.0 N -m) 14 - 10 AWG (2.5 - 10 mmZ) 2 wire 25 in -lb (2.8 N -m) 14 - 10 AWG (2.5 - 10 mmZ) 1 wire 20 in -lb (2.3 N -m) ©Connect lighting circuit equipment grounding conductors to ground bar in control cabinet. See table Ground Bar Wire Range and Torque for torque requirements. Connect lighting circuits to load side of contactor modules. See table Contactor Module Wire Range and Torque for torque requirements. mConnect power from electrical distribution panel to lighting contactor modules. See table Contactor Module Wire Range and Torque for torque requirements. Close and secure protective cover. Contactor Module Wire Range and Torque 30 amp [LC1 D40] 10 - 3 AWG (6 - 25 mm') 45 in -lb (5 N -m) To panel ground Electrical distribution panel Ground bar Control cabinet #1 11 Control —_ cabinet #2 LC E Ground bar C Electrical Control distribution cabinet panel Line Load side side Ground bar —"' 7 1— i Lfu Contactor module / Equipment grounding conductor J To lighting equipment 60 amp [LC1 D801 10 - 2 AWG (6 - 25 mm') 100 in -lb (11 N -m) 100 amp [LC1 D115] 14 - 2/0 AWG (2.5 - 50 mmZ) 100 in -lb (11 N -m) * Stranded cable, single conductor, copper only. ** Stranded cable, single conductor, copper or aluminum. OCXDO musco.. 14-10AWG (2.5-6mmZ) 8 AWG (10 mmZ) 6 - 2/0 AWG (16 - 50 mmZ) 14-10AWG (2.5-6mmZ) 8 AWG (10 mmZ) 6 - 2/0 AWG (16 - 50 mmZ) 6 AWG - 350 MCM (16 - 150 mmZ) 6 AWG - 350 MCM (16 - 150 mmZ) Neutral block only 35 in -lb (4 N -m) 40 in -lb (4.5 N -m) 120 in -lb (13.5 N -m) 35 in -lb (4 N -m) 40 in -lb (4.5 N -m) 120 in -lb (13.5 N -m) 275 in -lb (31 N -m) 375 in -lb (42 N -m) ©2012, 2015 Musco Sports Lighting, LLC - M-1464-en04-3 101 Installation Procedure If your project includes optional manual switches cabinet, follow provided instructions for installation, then proceed to step 11. mAfter all circuits are completed, test entire lighting system. • Turn off all manual switches. • Turn on control system power. • Turn on manual switches to test each circuit. • Verify contactor pulls in and lights illuminate. r Call Musco Control -Link Central"" service center at +1-877-347-3319 two weeks prior to anticipated project completion to schedule commissioning time. ®Commission the lighting system. Set all manual switches to auto position and call Musco Control -Link Central service center at the scheduled date and time. Commissioning is the process required to bring the remote control system on-line. It takes approximately one to two hours. The electrical installer must be present for assistance and trouble -shooting. During this process, the service center operator: • Establishes wireless communication • Remotely switches each circuit and checks status • Verifies with you each circuit is operating as expected 0000 musco' W, @2012, 2015 Musco Sports Lighting, LLC - M-1464-en04-3 Notes OCOO ©2012, 2015 Musco Sports Lighting, LLC • M-1464-en04-3 musco 0000 mus We Make It Happen WWW. Ill US C 0 . C 0 Ill United States Patents: 7209958, 7778635, 9026104. [Pat 04013] Control -Link® is a registered trademark of Musco Corporation in the US. Control -Link Central— is a trademark of Musco Corporation. @20112,2015 Musco Sports Lighting, LLC • M-1464-en04-3 100 1 It Ave West • PO Box 808 • Oskaloosa, IA 52577 • Phone: (800) 825-6020 • Fax: (888) 397-8736 • Email Josh.Newell@Musco.com 08/13/20 City of Monticello, MN Attn: Tom Pawelk 909 Golf Course Rd Monticello, MN 55362 Control -Link® Retrofit Cost Estimate — Xcel Ballfields Equipment ➢ (1) Contactor Cabinet Mounted Remote Equipment Controller (REC) ➢ (4) Off/On/Auto Switches Zone 1: Field 1 Zone 3: Field 3 Zone 5: Spare Zone 2: Field 2 Zone 4: Field 4 Zone 6: Spare ➢ (1) 72 Inch Lighting Contactor Cabinet with (4) 100 Amp Contactor Modules ➢ 10 Year Parts/ 10 Year Labor Warranty on all Equipment ➢ All Freight Costs Equipment Price $12,350.00 10 Years Control Link CentralTM Service (CLC) ➢ 24/7 toll free access to CLC customer scheduling operators ➢ Access to Musco Control LinkTM Scheduling Website ➢ REC operations and Website Training for your scheduling staff Total Equipment with 10 Years of CLC Service: $12,350.00* *Please add applicable sales tax. Freight has been included. *Customer must provide 120v circuit to location of controls. Please feel free to call me to discuss any questions or concerns that you may have. Sincerely, Josh Newell Lighting Services Sales Representative-Musco Lighting TO City of Monticello Parks Dept. ATTN: Tom P Date: 9/3/2020 Project Name: Xcel Ball Fields- Musco Lighting Controllers ACCE' T ELECTRIC & AUTOMATION Estimate Scope of Work: Permit Provide/ install wiring for Musco Lighting controller. Provide/ install new Nema 3R 480 volt/ 400 amp service with breakers Provide/ install 120 volt control power TOTAL: Additions: Exclusions: Notes: From Accent Electric and Automation, Inc. P.O. Box 1263 Monticello MN 55362 Kelly Simonson $ 5,750.00 SEPTEMBER 8, 2020 DOUBLE D ELECTRIC, INC. P 0 BOX 113 MONTICELLO, MN 55362 763-295-3727 PROPOSAL SUBMITTED FOR: "X -CEL BALLFIELDS CONTROLLER REPLACEMENT" 1.) REMOVAL OF EXISTING LIGHTING CONTROL AND ASSOCIATED EQUIPMENT ON THE EXISTING BALLFIELD SERVICE BOARD, LEAVING C.T. CABINET, METER, AND SERVICE ENTRANCE FEEDERS. 2.) PROVIDE AND INSTALL: A.) ONE -400 AMPERE 480/277 VOLT THREE-PHASE MAIN BREAKER PANELBOARD, RATED SCCR 14KA. B.) ONE -TVSS PANEL SURGE PROTECTOR. C.) ONE -1 KVA CONTROL TRANSFORMER. D.) ONE- 90 AMP/3P BREAKER. E.) THREE -70 AMP/3P BREAKERS. F.) ONE- 30 AMP/3P BREAKER. G.) ONE -15 AMP/2P BREAKER. 3.) RE -USE EXISTING WIREWAY FOR LOAD -SIDE CIRCUITRY. 4.) RE-ROUTE EXISTING LIGHTING FEEDERS TO WIREWAY. 5.) INSTALL CUSTOMER'S MUSCO LIGHTING CONTROLLER. 6.) INSTALL EXISTING LIGHTING CIRCUITRY TO CONTROLLER FOR OPERATION. 7.) CUSTOMER IS RESPONSIBLE FOR PANELBOARD EXTENSION AND REPAIR. S.) ONE - ELECTRICAL PERMIT. 9.) NOTE: IF THE AVAILABLE FAULT CURRENT EXCEEDS SCCR14KA BY UTILITY PROVIDING ELECTRICAL SERVICE, THEN ADDITIONAL COSTS WILL BE ACCURED FOR THE CORRECT SERVICE MAIN BREAKER RATING IN ORDER TO BE CODE COMPLIANT. $11,978.00 ELEVEN -THOUSAND, NINE -HUNDRED, SEVENTY-EIGHT DOLLARS. 50% UPON APPROVAL, BALANCE UPON COMPLETION. DANIEL DAMIANI DOUBLE D ELECTRIC, INC. Page 1 of 1 PROPOSAL � -'r� -".._ r.., : 1 1 ELECTRIC, INC. 4807 HEATHERWOOD ROAD I P.O. BOX 12521 ST. CLOUD, MN 56301 PH: 320-252-1658 I FAX: 320-252-4276 PROPOSAL SUBMITTED TO: PHONE DATE MONTICELLO PARKS DEPARTMENT STREET JOB NAME MUSCO CONTROL PANEL REPLACEMENT CITY, STATE AND ZIP CODE JOB LOCATION XCELPARK EMAIL DATE OF PLANS ATTN: JOB PHONE TOM.PAWELK@CI.MONTICELLO.MMUS TOM We hereby submit specifications and estimates for: Labor and material as follows: CONTROL PANEL REPLACEMENT REMOVE EXISTING DISCONNECTS FURNISH AND INSTALL (1) MAIN PANEL WITH (4) NEW BREAKERS INSTALL NEW MUSCO CONTROL PANEL CONNECT NEW PANEL TO MUSCO PANEL RE-ROUTE EXISTING CIRCUITS TO BE CONTROLLED BY MUSCO PANEL EXISTING CT CABINET, METER AND SUPPORT STRUCTURE TO BE REUSED EXCLUDING: MUSCO SUPPLIED MATERIAL QUOTED AS TAX EXEMPT- PLEASE PROVIDE AN ST3 FORM Thank you for allowing us to quote this project. We propose hereby to furnish material and labor — complete in accordance with the above specifications, for the sum of: Dollars $ 5,037.00 Payment to be made as follows: All material is guaranteed to be as specified. All work to be completed in a workmanlike Authorized Signature: manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon Nick Bischoff strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other Note: This proposal may be withdrawn by us if not necessary insurance. Our workers are fully covered by Workman's Compensation accepted within 30 days. Insurance. Price above is based on standard AGC contract and insurance limits. We reserve the right to charge for any attorney fees that would be associated with collecting any money owed on this contract. There is no bond included unless noted otherwise. Acceptance Of Proposal — The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. Signature: Date of Acceptance: Signature: OS)7 01yon & Son "s Electric, Inc. 763-295-2690 • Fax 763-295-2691 Date: 9/l/2020 To: City of Monticello Attn: Tom RE: Lighting control city Ball field. Thank you for the opportunity to provide an estimate for the above referenced project. We propose to supply labor, material, supervision and electrical permit fees for installations per your request. Estimate Amount: $ 5,480.00 Clarifications: • Install new Control link lighting control panel Furnish by the City of Monticello public works. • Rework the existing underground conduits and install necessary wire ways and new conduit to allow the use of existing disconnecting means. • Install (1) new 30 amp 480 volt disconnect and (1) 480/120 3 Kva transformer for control circuit for new lighting control furnished by others. • Includes testing with manufacturer at the time the equipment is commissioned. If you have any questions please give me a call. Thank you for the opportunity to serve you. Sincerely, mitcp x5an Milo Olson 1. Estimates are valid for 30 days and are subject to the availability of parts and/or equipment at the time of order. 2. Any revised estimates with the same part number(s) or for the same project supersedes and nullifies any prior estimate. ACCEPTANCE OF PROPOSAL & GUARANTEE OF PAYMENT: The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined per contract. In the event that a contract is not issued, payment will be due upon receipt of invoices. Authorized Signature Date City Council Agenda: 9/14/2020 2K. Consideration of approving lease agreements for Public Works equipment and material storage pending ordinance amendments. (ML, AS) A. REFERENCE AND BACKGROUND: The City Council is asked to consider approving lease agreements for two properties located at 1305 Edmonson Avenue and 8954 Fallon Avenue for storage of equipment and materials. The public works department has vacated the building that was sold at 1645 County Road 39 and is in the process of vacating the property at 8617 Edmonson Avenue which has been sold with a lease expiring on March 31,2020. Even with the 5000 square foot apparatus bay at the vacated fire station, equipment including sanders and plows with hydraulic hoses and plastic tanks that could be damaged by UV would need to be stored outside at one of the various city owned properties next summer. The sale of the 3600 square foot EDA owned property on block 52 that is currently being utilized for storage would only increase the need for additional public works storage in the future when that area is re -developed. Staff has negotiated with two property owners for a two-year lease for the use these properties that would provide for an additional 6800 square foot of inside storage. The leases would start of October 1St with an initial two-year term with a total estimated cost of $1200 per month. This will provide for additional time for the planning, design, and construction of a permanent storage solution for the public works department. It is expected that these leases will need to be extended due to the time required to construct a new facility. Neither sites at present meet current ordinance allowances for the proposed Public Works storage use. Both proposed lease sites have existing principal uses and are privately owned. However, the property at 1305 Edmonson Avenue is located within the city. To enable the public use of the site, the City Council could as part of its action direct the Planning Commission to hold a public hearing on an ordinance amendment allowing the public use as an interim use in the B-3 District. Staff continue to work through the zoning requirements and process necessary for the 8954 Fallon Avenue site, located in Monticello Township and within the MOAA. Both of the leases would therefore be pending appropriate resolution of the ordinance compliance issues. Al. Budget Impact: The budget impact for the rental of the two properties is estimated at $1200 per month and would be paid primarily from the parks and street department budgets. A2. Staff Workload Impact: Staff impacts are expected to be approximately 150 manhours to move equipment and materials. B. ALTERNATIVE ACTIONS: 1. Motion to approve lease agreements for public work equipment and material storage pending an ordinance compliance, and to call for a public hearing by the Monticello Planning Commission on an ordinance amendment for public uses in the B-3 District. City Council Agenda: 9/14/2020 2. Motion to deny the lease agreements. C. STAFF RECOMMENDATION: City staff recommends alternative #1. D. SUPPORTING DATA: • None City Council Agenda: 9/14/2020 4A. Consideration to approve a request for an amendment to a Planned Unit Development for the Installation of an Accessory Use Photo Studio Building. Applicant: Jeff Sell/West Metro. (NAC) Property: Legal: Lot 1, Block 1, Carcone Addition & Lot 1, Block 2, Carcone Addition PIDs: 155-217-001010 & 155-217-002010 Address: 1001 State Highway 25 South & 103 Sandberg Road Planning Case Number: 2020-020 A. REFERENCE & BACKGROUND Request(s): Amendment to Planned Unit Development Deadline for Decision: September 28, 2020 (extended to November 27 — 120 days) Land Use Designation: Places to Shop Zoning Designation: B-3 Highway Business District The purpose of the `B-3" (Highway Business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities. Overlays/Environmental Regulations Applicable: Freeway Bonus Sign Overlay District Current Site Use: Automobile Sales Surrounding Land Uses: North: I-94 East: Automobile Dealerships South: Childcare Facility West: Vacant Commercial Project Description: The project adds an accessory building to the southwest corner of the westerly parcel (of two used for this dealership). The building would be located near the south boundary line where there is currently a dumpster enclosure, constructed of wood fencing material. The south boundary is shared with a parcel owned by the City Council Agenda: 9/14/2020 Cornerstone auto dealership, south of which is a commercial daycare facility. The applicants have stated that the accessory building — at 30' square (900 square feet), would replace the dumpster enclosure, which would be moved to another location, perhaps off-site. The accessory building would be constructed specifically to house a photography facility that the dealership uses to market its vehicles. The structure is prefabricated with an internal turntable, on which the vehicle sits and is photographed automatically. The building is a metal -sided and metal -roofed structure, proposed to be located 6 feet from the west and south property lines. ANALYSIS Planned Unit Development Amendment. The purpose of the PUD amendment in this case is to accommodate the installation of an accessory building. The applicant wishes to remove the trash enclosure and add the accessory building in its location. Accessory buildings are permitted uses in the B-3 District. Site Access. The accessory building would be accessed through the entrance off of Sandberg Road. The proposed accessory building would not require a change in the site's primary entrance. There is no public access to the proposed building; entrance to the building is intended to be by staff only. There is no issue with the site access. Off -Street Parking The intended use of the accessory use building does not show a need for an increase in off-street parking needs. The use of the building is primarily contained within the business and the applicant has stated no indication to offer the service to the public. If the applicant offers the service to the public the demand for the service may require an adjustment of the parking requirements. Setbacks. The applicable setbacks for accessory buildings is at least six feet from all lot lines. The submitted survey shows compliance with these requirements. The existing concrete pad under the trash enclosure currently encroaches into these setbacks, apparently up to the adjoining property lines. This encroaching portion of the concrete pad should be removed as a part of the project, along with any other site encroachments, and replaced with landscaping and appropriate stormwater drainage control as directed by the City Engineering staff. Maximum Heizht. Detached accessory structures shall not exceed fifteen feet in height. The proposed building height is not specified on the submitted plans, but appears to meet the height standards at approximately 12 feet. 2 City Council Agenda: 9/14/2020 Trash Enclosure. The location of the accessory use is in the current site of the trash enclosure in the southwest corner of the property. The trash handling equipment is proposed to be relocated off-site. The applicant should plan for any zoning approvals related to another site location if necessary. In the alternative, a detached enclosure could be located elsewhere in the side yard of the property. The applicant should specify an alternative consistent with these requirements. Finish Material. The proposed building is metal sided and the applicant has indicated it will match the building to the other buildings on the property in color, using white siding with black trim. According to the Ordinance, buildings in B-3 Districts must adhere to the following material requirements, per Section 4.11 (D): (2) Buildings in these zoning districts shall maintain a high standard of architectural and aesthetic compatibility with conforming surrounding properties to ensure that they will not adversely impact the property values of the abutting properties and shall have a positive impact on the public health, safety, and general welfare, insofar as practicable. ii. Metal exterior finishes shall be permitted only where coordinated into the overall architectural design of the structure, such as in window and door frames, mansard roofs or parapets, and other similar features, and in no case shall constitute more than 15% of the total exterior finish of the building Metal exterior finishes are permitted where they coordinate with the overall architectural design of the structure, and don't exceed 15% of the exterior finish. Under the PUD, the applicant seeks flexibility from this standard, suggesting that the structure is a prefabricated unit sold by the photography vendor, and no site -built structure meeting the City's exterior standards is possible, given the technology used in the structure. In PUD flexibility requests, the City is required to find that the proposed project is consistent with the goals and intent of the Comprehensive Plan, even while it may not meet the specific standards of the zoning ordinance. The Planning Commission and City Council will need to address this aspect of the request. One option discussed by staff is to consider the building an interim improvement, and consider any PUD Amendment to be an Interim Use Permit, pending alternative construction, or relocation to a conforming building or site. The applicant has suggested that the structure may be temporary, moving to another site or building long-term. If this interim option is considered as an acceptable alternative, the Planning Commission should specify a duration of the Interim Use Permit. Grading-, Drainage and Utilities. The submitted plan does not have grading, drainage and utility plans and any construction would be subject to review and comment by the City Engineer. For the purposes of the PUD Amendment request, the City Engineer has made the following comments: 3 City Council Agenda: 9/14/2020 1. Building is currently shown outside of the drainage and utility easement, if the building location changes further review may be necessary. 2. Design drainage around new building so that it does not impact adjacent properties. 3. Provide drainage arrows and percent slope on plans submitted for building permit. In summary, the proposed accessory building photo studio would be a reasonably expected use in a B-3 business district. The use is compatible with the surrounding area which includes a commercial auto sales lot and childcare center. However, the applicant has requested flexibility from the commercial building materials standard, which may be considered as part of an interim condition by the City. Planning Commission Review and Recommendation The Planning Commission reviewed this request on September 1St, also holding a public hearing on the item. During the hearing, the applicant, Jeff Sell of West Metro Auto, was present to address the Commission. The Commission inquired as to the construction of the proposed structure. Mr. Sell confirmed that the structure comes completely assembled as proposed. He noted that the colors would be complimentary to the existing buildings on the West Metro Site. He confirmed that the building would meet the 6' setback requirements and eliminate the current encroachment of the trash enclosure. Mr. Sell noted that the building could be moved and that within the next 3-10 years, other alternatives could be explored for this use and/or he may seek other opportunities for the site and use in general. No other public addressed the Commission on this item. The Commission discussed the metal material, and the location and visibility of the building, which is proposed at the far southwest corner of the site. During their discussion, the Commission indicated their preference would be to allow the use on an interim basis. The Commission also discussed the term of the interim use as either 3 or 5 years. The Commission made a motion to recommend approval of the PUD amendment, with the condition that the use be allowed as an interim use for a period of 5 years. It was noted that the applicant will be required to come back at the 5 year mark for any extension. The vote on the recommendation was 3-1 to recommend approval of the PUD amendment as a 5 year interim use for the proposed structure, with Chairman Murdoff voting in dissent. Chairman Murdoff indicated a preference for a 3 year term. Items which are not unanimous in recommendation by the Planning Commission are included in the regular agenda for Council consideration. B. ALTERNATIVE ACTIONS The Planning Commission recommends alternative #1 below. C! City Council Agenda: 9/14/2020 1. Motion to approve the amendment to the PUD for West Metro allowing for the proposed use for a 5 -year interim use term, based on findings in the resolution, and incorporating the conditions in Exhibit Z of this report, based on Resolution PC -2020-024. 2. Motion to deny the amendment to PUD for West Metro, based on findings to be identified by the City Council. 3. Motion to table action on the Resolution, pending additional information from applicant or staff. C. STAFF RECOMMENDATION Staff recommends approval of the site plan and PUD amendment with the conditions identified in Exhibit Z attached to this report, and the 5 -year interim use recommended by the Planning Commission. D. SUPPORTING DATA A. Resolution PC -2020-024, as approved by Planning Commission for Interim Use B. Aerial Site Image C. Applicant Narrative D. Site Survey E. Site Images Z. Conditions of Approval Exhibit Z Amendment to Planned Unit Development Lot 1, Block 1, Carcone Addition & Lot 1, Block 2, Carcone Addition 1001 State Highway 25 South & 103 Sandberg Road As Recommended by the Planning Commission on 09/01/20 The trash handling equipment shall be relocated to an area attached to, or within, the principal building, or in a reasonable location that is not in a yard adjoining a public street. 2. The applicant will construct the building to meet setback requirements of 6 feet from both side and rear property lines. 3. The applicant removes concrete pad encroaching into the 6 foot setback area, and replaces it with landscaping required by Chapter 4.1 of the zoning ordinance. 4. The applicant shall submit a building permit for the accessory building which will indicate the location and materials utilized in the construction of the building. 5. The applicant executes a revised development agreement specifying the term of an interim use permit under the PUD and the termination date of such permit. 6. The accessory use building shall be subject to the review and requirements of the City Engineer, including those within the report dated 9/1/20. 5 City Council Agenda: 9/14/2020 7. The installation of the photo studio shall be permitted as an interim use for a period of 5 years from the date of Council approval. R CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-024 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE WEST METRO PLANNED UNIT DEVELOPMENT ADDING AN ACCESSORY BUILDING TO THE SITE WITHIN THE WEST METRO PUD ZONING DISTRICT WHEREAS, the applicant has submitted a request to construct an accessory building for use as an automated photography studio for the applicant's vehicles for sale; and WHEREAS, the site is zoned B-3, Highway Commercial, and is subject to a previously approved Planned Unit Development; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of "Places to Shop" for the area; and WHEREAS, the applicant is seeking flexibility from the building materials standards of the B-3 District as a part of an interim use on the subject property; and WHEREAS, the applicant has provided materials otherwise documenting compliance with the terms of the applicable zoning regulations; and WHEREAS, the uses are consistent with the intent and purpose of the B-3 zoning district; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing on September 1St, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the B-3, Highway Business Zoning District. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-024 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed accessory building meets the intent and requirements of the applicable zoning regulations, subject to the flexibility granted under the PUD and the conditions attached to this PUD Amendment. 5. No impacts on public utilities or other services are foreseen as a result of the proposed amendment. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Planned Unit Development for a photo studio accessory building as an interim use, subject to the conditions listed in Exhibit Z as follows: 1. The trash handling equipment shall be relocated to an area attached to, or within, the principal building, or in a reasonable location that is not in a yard adjoining a public street. 2. The applicant will construct the building to meet setback requirements of 6 feet from both side and rear property lines. 3. The applicant removes concrete pad encroaching into the 6 foot setback area, and replaces it with landscaping required by Chapter 4.1 of the zoning ordinance. 4. The applicant shall submit a building permit for the accessory building which will indicate the location and materials utilized in the construction of the building. 5. The applicant executes a revised development agreement specifying the term of an interim use permit under the PUD and the termination date of such permit. 6. The accessory use building shall be subject to the review and requirements of the City Engineer, including those within the report dated 9/1/20. 7. The installation of the photo studio shall be permitted as an interim use for a period of 5 years from the date of Council approval. ADOPTED this 1St day of September, 2020 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-024 By:� Sam Murdoff, Chair ATTEST: a Schuo nn/gmmunity Development Director Jeff Sell I Request for Amendment to Planned Unit Development Created by: City of Monticello Lot 1, Block 1, Carcone Addition & Lot 1, Block 2, Carcone Addition WESTMETRO r►) B U I C K CWMI= Photo Studio Project Plan 07/30/2020 Overview We are applying to install a photo studio building next to our detail center/car wash across the road from our main dealership lot. The location will allow us to wash cars and pull them directly into the studio. The photo studio will streamline our vehicle photo process by allowing us to take photos whenever needed, as opposed to our current process of using a third party to take photos of our vehicles three days a week. The photo studio would improve our photo quality and appearance and would also save us time and money by taking our photo process in-house. Dealermade is the company who will be installing the photo studio. You can find their website at www.dealermade.com. Building The building is metal -sided and has 30'x30' dimensions. We are planning on matching the building to the colors of other buildings on the property, white with black trim. Whh, go IkhhhMR, tinrd+ronn It -M& dug bash H.— I-e-e.r Cmy I(Jftk�, VI.'VR, AUrRundy Slut, Aim• F:+rrRrern ft"r" POURING A SLAB FOR THE METAL BUILDING WE SUGGEST THE FOLLOWING DIMENSIONS HOWEVER CHECK WITH YOUR CONTRACTOR AND THE CITY FOR YOUR LOCAL REQUIREMENTS. CONCRETE PAD SUGGESTIONS Pour concrete 6- (inches) wider and longer (30' B" x 30'6") that the building size (30'x3D') This will create a 6" overpour area around the outside perimeter to divert water. Thefooter (1' from outer edge) should be 12" deep x 1' wide or the depth required by Iocal code for a footing and anchor bolt placement. Theentrytexit ramp should be 4' deep and 12' wide. 2' babe. CAR AT SqE (30 x 30'it Fry &' DyLnf`Oi1R fair xawrrt,'} d rOMING L00a 4WOU51 W +lis ur r' kIQl ln M4 644 f4y im wvlu,r v w Pte, te, r1un Palm YA A KA[ M CU %y n, w, :t w n=_o rk ,rvrll�s +Rh« srr.+'s ms arcs RECESSED SLAB USE THE 30'7(30' SLAB EDGES AS THE BASIS OF YOUR MEASUREMENT. MEASURE 13' OFF BACK EDGE OF SLAB AND 13' OFF LEFT EDGE OF SLAB TO OBTAIN THE CENTER MARK FOR THE 18' 3" DIAMETER AREA THAT SHOULD BE RECESSED BY 5' 7/8' . THEN INCLUDE THE RECESS FOR THE MOTOR IN THE BACK LEFT THAT MEASURES 3' 4' WIDE BY 3' 6' DEEP, ALSO CONSIDER DRAINAGE REQUIREMENTS. 4 FL FVATinN A 37.7 FLOOR PLAN I ELEVATION C 21%MDARO LAROUaGL MDLMT. la UF E -MB WM5EL L"UNTEO ON THE FLOOR R WILL BE CENTERED 12OFF THE RkCH SLRB (CU] AND 19' OFF LEFT SUB (001 WITMA evmL 'BBAMP. !(MLm AROCWMARCFCR emom E , POURED SLAB i0'K30' VY BAMETER RECESS IN FCCMA PW S7B' MEFfOA CAPOU5E( AND MOTOR ELEVATION D ELECTRICAL LOADS DOOR MOTOR BUILDING LOAD CALCULATIONS 1. Circuit One =17.5 amp LED lighting consisting of 7 fixtures. 2.0 amps per fixture x 7 lights =14.0 amps Cameras (5). tablet (1). computers (1) .05 per charging unit x 7 = 3.5 amps 2. Circuit Two =15.0 amp LED lighting consisting of 7 fixtures_ 2.0 amps per fixture x 7 lights =14.0 amps 1 Fan= 1.0 amps CIRCUITS FOR STUDIO 3 (Three) Dedicated circuits 115v 25amp breakers 10 GA wires PLACEMENT 4" x 4" Junction box located outside studio structure 10' above the floor near control panel 3 -Circuit Three = 14.6 amp Power entry door consisting of 1 door_ 3.8 amp (Load) Carousel motor consist of one 3/4 hp 115v 1 P Motor SIL (No Load) = 8.4 amp L (Load) = 10.8 arnp SU (Startup) =16.2 amp Location 103 Sandberg RD Monticello, MN 55362 The intended location for the building is next to our detail center/car wash across the street from our main dealership lot (1001 MN -25, Monticello MN 55362). To make room for the studio, we will remove the dumpster enclosure in the proposed location. We have two options on handling the garbage going forward. The first option would be to move the dumpster a mile away to where we have a parking lot leased where we store some of our vehicles. The address of that location is 3939 Chelsea Rd W, Monticello, MN 55362. We would take a van to the dumpster whenever needed. The second option would be to move the dumpster directly to the north of the studio building. We are also planning on rotating the orientation of the small, white storage shed 90 degrees to align with the side of the photo studio. ye t- IT� f' Q . F Photos The new photo studio will allow us to upload photos to our inventory instantly. It will also allow us to offer our customers an interactive 360° view of the exterior and interior of the vehicle. See an example here: https://dealermade.com/vehicles/used-2019-blue-tovota-4runner-4d- saort-utilitv-trd-bro-black-erabhite-20055a MOMEMEMb--- 11 N 42 OUT -LOT 3 TAYLOR LAND SURVEYORS, INC. 211 w 6r dw P. 0 Sax 179 mon ccffi�. uN 362 Phone I 76J -295 -JM Fax it 745,3,29.5-,3408 w 0 7r 956 WX' Pi[Cff r-426 154 CERTIFICATE OF SURVEY WEST METRO BUICK—GMC a m E )LPHI C SCALE IN FEET 6?%W!sm— 9 0 40 so 120 IFKW kAOWUCNT FOUND ADN kAQkWEN T SET A CAPPED KS 15 LOT I., BLOCK 2, CARCONE ADDITION, IH' COUNTY., MINNESOTA rfi AMA - 1. MR ACRMF ONLY BIT'S ON RECOW PLAT ARE SMvj ON TH15 S RVEY UPkLES MCMDEO TO uS ,+I CT TO PUeUC MCHT OF WAYS AND -EASEWENTS OF R'Eooau IF Awy. I +"E`R+EB Y CER -n;F f ■TKATT lle5 BUR Y ECT �yPL N ON yyEOR R THA* TWA$, PREP R'D Q0 kAND YEY>Ot UNDER TM4E LAWS OF THE 'STATE OF &UNNESOTA. -�Z_ dF61 jf-moo NIS V. TAYLOR PC or. O, 7 33 -DA TE st#IT Of I 1 ICR, =40F'T. DA it DNA WX rjjj M. 07121 J20 XM7 i�W4 t. tie ,r OF ssW %N T .v 'P'ell I. I. Are ell ..sempe Ap I IL 14 e M ,.y IP umsT' _ �,»k _ kk 44 IF A fie k Q ! .h4r .4'AAtoA 1t IS W.oI A, ,'.d ' tar A AtIPA x III :'.,lSAA� 3L 1*t �y'gy I. I . pp AAA ♦I to- &IIAIIII�lto onK '=n•'W�a � 4j. xAu I ..�'.rA ,fir .per' w� ' Li__. ' ya .... r • N City Council Agenda: 09/14/2020 4B. Consideration of Territorial Heights Villa Development Request for Letter of Agreement for Conveyance of City Property (JO/AS) A. REFERENCE AND BACKGROUND: The City Council is asked to consider a request by Territorial Heights Villa Development (Kris Thompson, Adam Price) the proposed site Developers, for a Letter of Agreement for conveyance of city property for $1. This request comes subsequent to the recent purchase by The Developers of the Jameson parcel at auction for $150,000. Please note that City Council has the option of moving to closed session to discuss matters relating to this potential land sale. Previously, representatives of the development group prepared a Concept Stage PUD proposal, which was presented to a joint meeting of City Council and Planning Commission in March of 2020. Concept PUD proposals are not formal applications, but offer the opportunity for the Council and Commission to provide feedback to the developer on a concept proposal prior to formal application. The developer's concept proposed a detached townhome project, which included an approximately 7 acre parcel owned by the Jameson family, an approximately 1.6 acre parcel owned by the Malone family. as well as a portion of property owned by St. Henry's Catholic Church. In addition, the developer proposed to utilize a 1.7 acre parcel of property owned by the City of Monticello, as well as a portion of a parcel owned by the City and currently dedicated as parkland. A map illustrating all parcels noted is attached as supporting data. The development proposes to gain access from the existing Fallon Avenue located at the west edge of the Malone parcel. The 1.7 acre parcel owned by the City of Monticello was acquired in 2017 from St. Henry's Catholic Church as part of a larger land acquisition for the Fallon Avenue overpass. The total amount for the purchase was approximately $285,000. The 1.7 acre parcel was part of a larger acreage acquisition related to the Fallon Avenue overpass and was purchased to provide flexibility in right of way and access configuration and also potentially be sold in all or in part for development. Following the Council and Planning Commission Concept PUD review with The Developer, the City Council went into closed session to discuss the potential for sale of the city parcel. Council's reaction to the concept plan was conveyed in a follow-up discussion with The Developers. Subsequently, prior to the auction of the Jameson Parcel, the City Administrator, City Attorney and Community Development Director met again with the Developers to review a revised design proposal. Please note that this design was prepared after the Developers were provided explicit expectations by the City Council on design goals. In the discussion with The Developers the following were noted: • Council requirement: Trees and terrain at this site make it an exceptional opportunity to become a signature development for the City. The site plan needs to include a tree survey that provides sufficient information to determine if this goal is met. Plan presented does not include a tree or terrain survey. City Council Agenda: 09/14/2020 • Council Requirement: The design of homes need to present a design which emphasizes the home as the "front" of the design, as opposed to garage front. Plan presented features predominately garage front design. Council Requirement: Density of the project should give some sense of openness and unit count should be at a level that assures sufficient green space between buildings and driveways. Reduced building count needed to reduce congestion at access to Fallon Avenue. Building count reduction from previous concept plan reduced count from 48 to 44, and building design and locations have been slightly modified. In reviewing the plan, it looked very similar to the plan previously reviewed by the City Council and did not appear to respond to Council objectives. It is included with this report as a reference. Staff informed The Developers that, in our opinion, the information was incomplete without a tree survey and that the basic design did not achieve the design objectives desired by the City Council. We noted that the plan was an improvement over previous iterations but that staff could not say if the City Council would even sell the property much less convey it for $1. It was suggested that in the opinion of staff and the City Attorney, more work was needed for the concept plan to fully meet with the Council's expressed goals. At this time, it is staff's understanding that The Developer has acquired the Jameson property at auction for $150,000, and is now asking that the City enter into a Letter of Agreement to convey its land for $1 in support of the Territorial Heights Villa Development without any additional modifications that might align design with Council goals. Council is asked at this time to consider The Developer's request based on previous objectives associated with conveying the land for $1. Please note, the Developers were invited but declined to provide a presentation on the revised development proposal as they have indicated that they understand more definition in their plan is required to proceed. However, the indication is that they would like some level of understanding on the city's willingness to convey the land prior to additional steps. Al. Budget Impact: Acquisition of the parcel was part of a larger land area acquisition for the Fallon overpass and 7th Street roundabout project, and the estimated City cost for the subject parcel is approximately $285,000. A2. Staff Workload Impact: Staff and city planning and legal consultants have to -date spent approximately 15-25 hours reviewing the concept proposals and in discussions regarding the proposal and proposed conveyance. B. ALTERNATIVE ACTIONS: 1. Motion to deny sale of land for a $1 as requested and end negotiations. 2. Motion restating desired design standards and to table further action on a Letter of Agreement for conveyance pending preparation of a plan that better achieves Council standards. City Council Agenda: 09/14/2020 3. Motion to direct staff to prepare a letter of agreement for the proposed property based on the terms and conditions outlined by the City Council. 4. Motion closing meeting to discuss terms of real estate transaction. C. STAFF RECOMMENDATION: While staff defers to the City Council on its desire to convey public property, staff recommends that the City Council select Alternative 1 if the Developer continues to indicate that they are unwilling to provide a revised concept which addresses the Council's objectives for this site prior to any further discussion on a Letter of Agreement. The development area, in particular the Jameson site, includes forested areas and topography which should be considered in any development layout. In addition, as a proposed planned unit development, the proposed project should provide clear enhancements which justify not only the use of PUD, but also the inclusion of city land in the overall project. D. SUPPORTING DATA: A. Email Request B. March 2020 Concept Plan C. Revised Concept Plan Angela Schumann From: Kris Thompson Sent: Tuesday, August 18, 2020 11:52 AM To: Angela Schumann; Jeff O'Neill; Dan and Linda Mielke; Adam Price; - Brian Stumpf Subject: Re: Follow up - Request for a Letter of Agreement -Territorial Heights Villa Project - City Council Meeting 8/24/2020 Hello all, Angela, thank you for confirming our teams request per the mayor to get on the Council agenda to address the deeding ofthe city strip PID 1011 to the Villa project. To confirm, we did not submit any additional materials for review as we are not looking to represent the project. We are looking to simply reverlfy the communication that was received by Dan Mielke, partner in our development team to deed the city strip PID 1011 for $1. We fully understand there will be additional requirements and steps for the Villa project to come to full approval but without the assurance of deeding PID 1011 as previously communicated we will not be able to move forward with next steps in the approval process. Please confirm our item for consideration for the upcoming 8/24/2020 Council meeting. Thank you, Kris Thompson Territorial Heights Villa's Development Team Dan Mielke I Submittal for Concept Stage Planned Unit Development Created by: City of Monticello PIDs:155050000010,155011000092,155115001011,155115001010, and 155500123300 155015037010 r 77W Alit _� 4 155239001 Q1 Q _ G 0 155500123301 J Q � 1555001 3.00 155D29002130 155011000092• 155115001030 155115001010 155115 155115001 D40 ''15�5Q0114301 155115002020 15550Q1=1'4401 F '- `�� 1 55038001 11 0 z 1 55215001 01 0 • o .a9� ' ' 15521900001'0 1 5501 8001 050 .1'55R 155215 7TF1 5r E 155066001010 94 1.55215002010 364 ft :._. .,� AREA W/ SLOPE GREATER THAN 18Z AREA= 19,J26 S.F. Area 327 q. FF Anna = ' Y-1509,840 Sq. Ft. DESIGN STANDARDS: HOUSE TYPE: LOT WIDTH: PRIVATE STREET WIDTH: DISTANCE BETWEEN BUILDINGS: DISTANCE BETWEEN ROOFS: SETBACKS: FRONT: CORNER SIDE: PLAT BOUNDARY: PATIO 50' 26 Z 0 12' U 10' w 0 25'TYP(21.4MIN) 20' 30' Contours per MNTopo LiDAR Data (2' Interval) AREA W/ SLOPE GREATER THAN - AREA= 38,675 S. F. 0 -0 w Q 0 Z N Li O N M� Z m of w J O Z Z Y W Z C.� (n Q W C7 W Z N Li O N M� Z 00 00 00 of n W � p W "' N 'Ln " z� W a.W H _ r W Y W m n 0 (� N O �Z wN M Z W 00 1� ♦A �w QV� >z �cNo ♦R ♦A �� NN v \/�♦ �WZ L"20 Area = \' Y-09,700 Sq. Ft. kY-2788 . I , J • � 0 z AREA W/ SLOPE GREATER THAN 189' z AREA= 9,248 S.F. _ _. . -J LLJ � ' ~ O LLJ W U X U O 'r z~ O Q p U � � r 0 80' SCALE: I" = 80' SHEET N0. 72.0' ciO 72 / HUMMINGBIRD /// RA MBL ER 0 cd M m BROOKS VIL L A 0 M KINGFISHER 2 RAMBLER -jSS-- a 50.0' 0 O CARDIANL TYPE DESIGNATION NUMBER OF UNITS 72' HUMMINGBIRD 111 RAMBLER A 24 BROOKS VILLA B l0 KINGFISHER 2 RAMBLER C 7 CARDINAL D 3 0 30' SCALE: 1" = 30' AREA W/ SLOPE GREATER THAN 189 AREA= 19,326 S.F. AREA= 9,248 S.F. AREA W/ SLOPE GREATER THAN /8X AREA= 38,675 S.F. DESIGN STANDARDS: HOUSE TYPE: LOT WIDTH: PRIVATE STREET WIDTH: DISTANCE BETWEEN BUILDINGS: SETBACKS: FRONT: CORNER SIDE: PLAT BOUNDARY: PATIO 50' 26' 12' 25'TYP(21.4MIN) 20' 301 Contours per MNTopo LiDAR Data (2' Interval) r 0 80' SCALE: I" = 80' U) Z w 0 0 U U z o W a- o �W U a o W T)i of Z 5 n L w U Z 0 U W N EO Q N Q N O O wo �z -� � � � � � N � O N 0 0 0 W c O O N m N O w O N W je" W O O � z z Y O O z• o� z N m W c m m o w .. W je" W O CO V z z Y mCDW 2 LU �N 03Z J Z�Q cn Q W U J c� �ZZ 1E6 o a WWO GJ!E Lm a0� W Z5> gCiW p J MF SHEET N0. 11 z• o� z N W c Go W je" W a a�' CO V W� � n mCDW O LU �N 03Z J Z�Q �aNO CaGD Q ��//�� W W Z >ZW Hm c� �ZZ 1E6 o a WWO GJ!E Lm a0� W Z5> gCiW p J MF z Q � � z O U Q J J W taA c6 O Q LU = � — U U O O U Q O U Q O U SHEET N0. 11 CITY OF � Monticello Interim Council Connection September 14, 2020 CITY OF Montfcdo ADMINISTRATION Request for ATV use within the city limits A Monticello resident addressed the City Council requesting changes to the ordinance prohibiting the use of ATVs within the city limits. The current ordinance was updated in November, 2017, and was based on a thorough review of local conditions. However, city staff and representatives from the Wright County Sheriff's Office reviewed the ordinance in light of the request. Staff determined no changes should be made at this time based on the following factors: • Challenges to enforcement, including difficulty differentiating between juvenile and adult drivers • Number and proximity of state and county highways • Potential noise complaints • Current allowance (per State Statute) of Registered Class II in the city • General safety concerns CITY OF Montfcdo DEPARTMENT OF BUILDING SAFETY Commercial Construction Update Just a quick update on the larger commercial projects thus far this year. • Willows Landing (Senior Housing Complex) is going along just fine. Contractor had a few delays with the siding and the interior trim work. Therefore, the completion date for the project was pushed back about six weeks, to about the middle of December. • Deephaven development (Buchholtz 51 -unit apartment) has the footings and foundation complete. Contractor is working on the pouring concrete for the main level, along with the parking lot before winter sets in. • Xcel Energy is demolishing one of the cooling towers and building a new tower this winter. They will work on the second tower next fall. • Gateway Musical Festival offices has the entire the site prepped for construction, but they applied for an extension of the building permit due to the Covid -19 pandemic (180 days). The plan is to resume construction possibly in the spring. • UMC is in the process of making a few changes to the building plan. Once approved, the contractor would like to break ground as soon as possible. • The Help Center is almost complete, they are moving into the old NAPA building. • We also have just received the building permit application for 5 Below. They are moving into the tenant space where Office Max was located. Residential Update The department has issued 29 permits for new attached homes along with 14 new detached homes thus far. We are doing plan reviews for another 15 attached homes. This is compared to last year at this time we had issued 19 detached homes and 13 attached homes. Rental License Program Update Last spring due to COVID 19 we had postponed all inspections temporarily. Since then, we had a discussion with the City Attorney and he was okay with us resuming inspections, as long as we took the correct precautions and wore the PPE. We have completed all of the apartment complexes with a modified inspection program, which was also revised by the City Attorney. The department inspected the common areas only. We also requested a statement from the Managers that said, to the best of their knowledge, all life safety items are in working condition. As far as the other units, we have 44 units that need inspections. The goal is to complete these inspections over the next few months. Blights and Public Nuisance Enforcement As of September of 2020, we have had 53 blight situations that we followed up on. This compares to 44 at this same time frame last year. With most of the blights being long grass and weeds. ,yGNT COGy�. f9r R 5 G4/`r Monticello Monthly Report 2020 Wright County Sheriff's Office Sheriff Sean Deringer 3800 Braddock Ave. NE, Buffalo, MN 55313 1-800-362-3667 Fax:763-682-7610 QPpFE55I0NA�rS Printed on Sentember 1. 20j, Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 911 Abandoned Total: 5 08/03/20 18:31 911 911 Abandoned 2020060119 911 08/05/20 19:52 Hang-up 911 Abandoned 2020060824 911 08/10/20 02:38 2020060239 911 Abandoned 2020062178 911 08/14/20 19:31 911 911 Abandoned 2020063653 911 08/24/20 20:02 08/10/20 00:10 911 Abandoned 2020067078 911 911 Abandoned; Juvenile - Complaint Total: 1 2020062436 08/25/20 04:52 08/11/2015:58 911 Abandoned; 2020067185 Suspicious - Circumstances WP20023884 911 911 Hang-up Total: 24 08/01/2019:08 911 Hang-up 2020059532 911 08/01/2019:42 911 Hang-up 2020059545 911 08/04/20 04:42 911 Hang-up 2020060239 911 08/04/20 12:23 911 Hang-up 2020060332 911 08/09/20 11:57 911 Hang-up 2020062002 911 08/10/20 00:10 911 Hang-up 2020062167 911 08/11/20 00:49 911 Hang-up 2020062436 911 08/11/2015:58 911 Hang-up 2020062613 911 08/11/20 20:56 911 Hang-up 2020062716 911 08/13/20 06:38 911 Hang-up 2020063091 911 08/13/20 19:27 911 Hang-up 2020063333 911 08/15/20 15:42 911 Hang-up 2020063918 911 08/15/20 19:51 911 Hang-up 2020064017 911 08/16/20 21:35 911 Hang-up 2020064363 911 08/20/20 13:48 911 Hang-up 2020065562 911 08/21/2014:23 911 Hang-up 2020065944 911 08/21/2015:01 911 Hang-up 2020065954 911 08/23/20 15:58 911 Hang-up 2020066668 911 08/24/20 01:35 911 Hang-up 2020066823 911 08/24/20 10:46 911 Hang-up 2020066898 911 08/26/20 18:25 911 Hang-up 2020067755 911 08/30/2014:06 911 Hang-up 2020069020 911 08/30/2018:58 911 Hang-up 2020069139 911 08/31/20 08:34 911 Hang-up 2020069268 911 911 Hang-up; Disorderly Total: 1 08/08/2016:52 911 Hang-up; 2020061807 Disorderly WP20022115 911 911 Hang-up; Domestic Disturbance Total: 1 08/18/20 13:53 911 Hang-up; Domestic 2020064882 Domestic Disturbance WP20023172 911 Page 1 of 31 Incident Start Date/Time Initial Call CFS # Final Incident 911 Hang-up; Intoxicated Person Total: 1 08/27/20 14:28 911 Hang-up; 2020067969 911 Hang-up Case Number WP20024126 911 Hang-up; Medical - Breathing Problems Total: 1 08/22/20 19:53 911 Hang-up; Medical - 2020066416 Death Investigation - Natural WP20023656 911 Open Line Total: 60 How Reported M 08/01/20 16:47 911 Open Line 2020059480 911 08/01/20 21:30 911 Open Line 2020059587 911 08/02/20 13:28 911 Open Line 2020059736 911 08/02/20 19:46 911 Open Line 2020059827 911 08/02/20 21:44 911 Open Line 2020059858 911 08/03/20 02:20 911 Open Line 2020059900 911 08/03/20 13:47 911 Open Line 2020060008 911 08/03/20 18:28 911 Open Line 2020060117 911 08/04/20 16:27 911 Open Line 2020060415 911 08/05/20 11:19 911 Open Line 2020060653 911 08/06/20 09:00 911 Open Line 2020060957 911 08/07/20 13:08 911 Open Line 2020061412 911 08/07/20 15:25 911 Open Line 2020061453 911 08/08/20 08:33 911 Open Line 2020061680 911 08/08/20 14:19 911 Open Line 2020061767 911 08/09/20 18:35 911 Open Line 2020062088 911 08/09/20 18:36 911 Open Line 2020062089 911 08/10/20 04:42 911 Open Line 2020062187 911 08/11/20 11:30 911 Open Line 2020062511 911 08/11/20 16:10 911 Open Line 2020062615 911 08/12/20 01:18 911 Open Line 2020062790 911 08/12/20 15:12 911 Open Line 2020062920 911 08/13/20 16:06 911 Open Line 2020063246 911 08/13/20 18:20 911 Open Line 2020063303 911 08/13/20 23:00 911 Open Line 2020063394 911 08/15/20 19:51 911 Open Line 2020064016 911 08/17/20 14:06 911 Open Line 2020064525 911 08/17/20 19:19 911 Open Line 2020064649 911 08/18/20 11:43 911 Open Line 2020064834 911 08/19/20 12:59 911 Open Line 2020065191 911 08/19/20 14:04 911 Open Line 2020065220 911 08/19/20 14:56 911 Open Line 2020065236 911 08/19/20 18:16 911 Open Line 2020065305 911 08/20/20 07:27 911 Open Line 2020065442 911 08/21/20 10:34 911 Open Line 2020065865 911 08/23/20 06:45 911 Open Line 2020066549 911 08/23/20 11:08 911 Open Line 2020066583 911 08/24/20 10:59 911 Open Line 2020066902 911 08/24/20 12:00 911 Open Line 2020066918 911 08/24/20 13:31 911 Open Line 2020066936 911 Page 2 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/25/20 13:02 911 Open Line 2020067286 911 08/25/20 15:28 911 Open Line 2020067335 911 08/25/20 16:21 911 Open Line 2020067352 911 08/25/20 21:30 911 Open Line 2020067453 911 08/26/20 15:51 911 Open Line 2020067703 911 08/26/20 17:47 911 Open Line 2020067742 911 08/27/20 10:23 911 Open Line 2020067875 911 08/27/20 17:35 911 Open Line 2020068035 911 08/27/20 19:00 911 Open Line 2020068068 911 08/28/20 19:38 911 Open Line 2020068455 911 08/29/20 12:40 911 Open Line 2020068687 911 08/29/20 16:26 911 Open Line 2020068747 911 08/29/20 16:51 911 Open Line 2020068754 911 08/29/20 17:44 911 Open Line 2020068770 911 08/30/20 10:41 911 Open Line 2020068972 911 08/30/20 12:29 911 Open Line 2020068994 911 08/30/20 12:31 911 Open Line 2020068995 911 08/30/20 13:52 911 Open Line 2020069015 911 08/30/20 15:50 911 Open Line 2020069068 911 08/31/20 08:56 911 Open Line 2020069272 911 911 Open Line; Medical - Breathing Problems Total: 1 08/10/20 23:05 911 Open Line; Medical 2020062416 911 Open Line WP20022343 911 911 Open Line; Neighborhood Dispute Total: 1 08/06/20 17:03 911 Open Line; 2020061122 911 Abandoned Vehicle Total: 6 08/06/20 08:11 Abandoned Vehicle 2020060948 Abandoned Vehicle WP20021851 Phone 08/11/20 09:33 Abandoned Vehicle 2020062477 Abandoned Vehicle WP20022375 Phone 08/16/20 09:07 Abandoned Vehicle 2020064159 Abandoned Vehicle WP20022909 Phone 08/24/20 18:44 Abandoned Vehicle 2020067045 Abandoned Vehicle WP20023844 Phone 08/26/20 11:41 Abandoned Vehicle 2020067609 Abandoned Vehicle WP20024012 Phone 08/30/20 13:25 Abandoned Vehicle 2020069008 Abandoned Vehicle WP20024452 Phone Abuse Total: 2 08/20/20 02:08 Agency Assist 2020065419 Agency Assist WP20023343 Phone 08/07/2017:21 Abuse 2020065850 2020061498 Abuse WP20023483 WP20022013 Phone 08/25/2013:27 Abuse 2020067294 Abuse WP20023921 Phone Agency Assist Total: 11 08/02/20 00:38 Agency Assist 2020059626 Agency Assist WP20021395 Phone 08/05/20 07:37 Agency Assist 2020060596 Agency Assist WP20021731 Phone 08/07/20 04:03 Agency Assist 2020061304 Agency Assist WP20021959 Phone 08/07/20 11:46 Agency Assist 2020061385 Agency Assist WP20021979 Phone 08/08/20 15:23 Agency Assist 2020061791 Agency Assist WP20022110 Phone 08/12/20 15:44 Agency Assist 2020062931 Agency Assist WP20022527 Phone 08/13/20 18:29 Agency Assist 2020063307 Info WP20022641 Phone 08/20/20 02:08 Agency Assist 2020065419 Agency Assist WP20023343 Phone 08/21/20 10:04 Agency Assist 2020065850 Agency Assist WP20023483 Phone Page 3 of 31 Incident Start Date/Time Initial Call CFS # 08/22/20 14:48 Agency Assist 2020066302 08/23/20 21:30 Agency Assist 2020066778 Aircraft Incident Total: 1 Phone 08/16/20 05:44 Aircraft Incident 2020064142 Alarm Total: 5 WP20024329 Phone 08/02/20 08:05 Alarm 2020059661 08/07/20 09:58 Alarm 2020061347 08/18/20 00:02 Alarm 2020064721 08/25/2014:18 Alarm 2020067308 08/29/20 09:54 Alarm 2020068635 Animal Total: 18 WP20022328 08/01/2011:47 Animal 2020059381 08/03/2013:14 Animal 2020060001 08/04/20 20:44 Animal 2020060516 08/06/2017:12 Animal 2020061127 08/08/2013:09 Animal 2020061746 08/10/20 20:15 Animal 2020062373 08/11/2011:01 Animal 2020062500 08/13/2015:23 Animal 2020063237 08/16/2013:32 Animal 2020064224 08/17/2012:14 Animal 2020064491 08/18/2014:42 Animal 2020064900 08/18/2017:23 Animal 2020064942 08/18/2019:00 Animal 2020064978 08/19/2019:07 Animal 2020065331 08/20/2019:05 Animal 2020065687 08/21/2011:26 Animal 2020065889 08/29/20 09:06 Animal 2020068625 08/29/2010:32 Animal 2020068649 Animal - Abuse Total: 5 WP20023749 08/01/2015:21 Animal - Abuse 2020059444 08/09/20 19:09 Animal - Abuse 2020062100 08/12/20 01:11 Animal - Abuse 2020062785 08/13/20 17:34 Animal - Abuse 2020063284 08/20/20 18:45 Animal - Abuse 2020065678 Animal - Bites - Attacks Total: 2 08/22/20 12:15 Animal - Bites - Attacks 2020066260 08/23/20 19:59 Animal - Bites - Attacks 2020066745 Assault Total: 1 08/30/20 20:25 Assault 2020069161 Burglary Total: 3 08/09/2012:39 Burglary 2020062010 Final Incident Agency Assist Agency Assist Case Number WP20023612 WP20023756 How Reported Phone Phone Aircraft Incident WP20022901 Phone Alarm WP20021405 Phone Alarm WP20021969 Phone Alarm WP20023117 Phone Alarm WP20023924 Phone Alarm WP20024329 Phone Animal WP20021315 Phone Animal WP20021531 Phone Phone Animal WP20021912 Phone Animal WP20022093 Phone Animal WP20022328 Phone Animal WP20022382 Phone Animal WP20022621 911 Animal WP20022928 Phone Animal WP20023033 Phone Animal WP20023177 Phone Phone 911 911 Phone Animal WP20023494 Phone Animal WP20024324 Phone Phone Civil Complaint WP20021333 Phone Animal - Abuse WP20022221 Phone Animal - Abuse WP20022474 Phone Animal - Abuse WP20022635 911 Animal - Abuse WP20023426 911 Animal - Bites - Attacks WP20023598 911 Animal - Bites - Attacks WP20023749 Phone Assault WP20024493 911 Criminal Damage to Property WP20022186 Phone Page 4 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/13/20 19:43 Burglary 2020063342 Residential Burglary WP20022651 Phone 08/21/20 09:38 Burglary 2020065845 Burglary WP20023481 Phone Check Welfare Total: 31 08/01/20 11:28 Check Welfare 2020059379 Check Welfare WP20021314 Phone 08/03/20 16:37 Check Welfare 2020060070 Check Welfare WP20021558 Phone 08/05/20 07:48 Check Welfare 2020060602 Check Welfare WP20021733 Phone 08/06/20 14:04 Check Welfare 2020061059 Court Order Violation WP20021886 Phone 08/08/20 09:38 Check Welfare 2020061696 Check Welfare WP20022075 Phone 08/09/20 05:21 Check Welfare 2020061959 Check Welfare WP20022167 Phone 08/11/20 07:30 Check Welfare 2020062456 Check Welfare WP20022368 Phone 08/11/20 18:43 Check Welfare 2020062669 Check Welfare WP20022440 911 08/12/20 01:05 Check Welfare 2020062782 Check Welfare WP20022472 Phone 08/12/20 08:36 Check Welfare 2020062826 Check Welfare WP20022491 Phone 08/12/20 17:25 Check Welfare 2020062966 Check Welfare WP20022541 Phone 08/13/20 08:18 Check Welfare 2020063117 Check Welfare WP20022586 Phone 08/13/20 18:23 Check Welfare 2020063304 Check Welfare WP20022639 Phone 08/15/20 14:22 Check Welfare 2020063900 Check Welfare WP20022825 Phone 08/15/20 19:04 Check Welfare 2020063995 Check Welfare WP20022849 911 08/15/20 19:39 Check Welfare 2020064010 Check Welfare WP20022854 911 08/17/20 12:02 Check Welfare 2020064488 Check Welfare WP20023032 Phone 08/17/20 19:22 Check Welfare 2020064651 Check Welfare WP20023088 Phone 08/17/20 21:42 Check Welfare 2020064697 Check Welfare WP20023108 Phone 08/20/20 22:03 Check Welfare 2020065746 Check Welfare WP20023444 Phone 08/21/20 14:03 Check Welfare 2020065933 Check Welfare WP20023509 Phone 08/21/20 15:23 Check Welfare 2020065968 Abuse Child WP20023519 Phone 08/22/20 14:29 Check Welfare 2020066295 Check Welfare WP20023611 911 08/26/20 17:33 Check Welfare 2020067738 Check Welfare WP20024048 Phone 08/26/20 20:31 Check Welfare 2020067786 Check Welfare WP20024067 Phone 08/28/20 18:13 Check Welfare 2020068421 Check Welfare WP20024251 911 08/29/20 03:56 Check Welfare 2020068584 Check Welfare WP20024307 Phone 08/29/20 14:12 Check Welfare 2020068707 Medical - Fall Under 6 Feet WP20024348 Phone 08/31/20 02:17 Check Welfare 2020069225 Check Welfare WP20024518 Phone 08/31/20 05:36 Check Welfare 2020069238 Check Welfare WP20024522 911 08/31/20 08:27 Check Welfare 2020069266 Check Welfare WP20024534 Phone Citizen Aid Total: 16 08/01/20 09:09 Citizen Aid 2020059344 Citizen Aid WP20021301 Phone 08/01/20 11:26 Citizen Aid 2020059377 Citizen Aid WP20021313 Phone 08/06/20 13:03 Citizen Aid 2020061033 Citizen Aid WP20021875 Phone 08/13/20 17:00 Citizen Aid 2020063266 Citizen Aid WP20022629 Phone 08/15/20 06:16 Citizen Aid 2020063787 Citizen Aid WP20022787 Phone 08/16/20 06:43 Citizen Aid 2020064148 Citizen Aid WP20022902 Phone 08/17/20 14:08 Citizen Aid 2020064526 Abandoned Vehicle WP20023042 Phone 08/18/20 01:48 Citizen Aid 2020064737 Citizen Aid WP20023118 911 08/18/20 07:54 Citizen Aid 2020064772 Citizen Aid WP20023128 911 08/20/20 23:38 Citizen Aid 2020065765 Citizen Aid WP20023450 Phone Page 5 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/22/20 15:56 Citizen Aid 2020066325 Citizen Aid WP20023623 Phone 08/24/20 14:10 Citizen Aid 2020066949 Info WP20023819 Phone 08/26/20 16:44 Citizen Aid 2020067721 Citizen Aid WP20024042 Phone 08/27/20 12:06 Citizen Aid 2020067914 Citizen Aid WP20024114 Phone 08/28/20 00:51 Citizen Aid 2020068170 Citizen Aid WP20024179 Phone 08/28/20 08:48 Citizen Aid 2020068219 Medical - Sick WP20024201 911 Citizen Aid; Dispatch - CAD - Addressing Problems Total: 1 Civil Complaint 08/24/20 20:47 Citizen Aid; Dispatch - 2020067097 Citizen Aid WP20023860 Phone Citizen Aid; Extra Patrol Total: 1 08/13/20 00:33 Citizen Aid; Extra Patrol 2020063075 Extra Patrol WP20022571 Phone Civil Complaint Total: 17 08/01/20 17:09 Civil Complaint 2020059487 Civil Complaint WP20021347 Phone 08/02/20 15:42 Civil Complaint 2020059778 Civil Complaint WP20021446 Phone 08/04/20 15:45 Civil Complaint 2020060402 Civil Complaint WP20021667 Phone 08/04/20 21:02 Civil Complaint 2020060521 Civil Complaint WP20021706 Phone 08/09/20 19:51 Civil Complaint 2020062112 Civil Complaint WP20022226 Phone 08/10/20 12:13 Civil Complaint 2020062258 Juvenile - Complaint WP20022279 Phone 08/12/20 11:22 Civil Complaint 2020062853 Civil Complaint WP20022503 Phone 08/17/20 20:05 Civil Complaint 2020064667 Civil Complaint WP20023094 Phone 08/18/20 16:09 Civil Complaint 2020064921 Civil Complaint WP20023185 Phone 08/23/20 16:00 Civil Complaint 2020066669 Civil Complaint WP20023728 Phone 08/24/20 14:37 Civil Complaint 2020066957 Civil Complaint WP20023821 Phone 08/27/20 14:44 Civil Complaint 2020067974 Civil Complaint WP20024127 Phone 08/27/20 17:15 Civil Complaint 2020068029 Civil Complaint WP20024142 Phone 08/27/20 18:53 Civil Complaint 2020068064 Civil Child Custody WP20024147 911 08/28/20 15:50 Civil Complaint 2020068382 Civil Complaint WP20024241 Phone 08/29/20 14:29 Civil Complaint 2020068710 Civil Complaint WP20024351 Phone 08/29/20 17:37 Civil Complaint 2020068767 Civil Complaint WP20024366 Phone Civil Process Total: 45 08/03/20 10:16 Civil Process 2020059953 Officer 08/03/20 11:32 Civil Process 2020059973 Officer 08/03/20 15:53 Civil Process 2020060052 08/03/20 23:00 Civil Process 2020060203 08/04/20 13:38 Civil Process 2020060354 Officer 08/04/20 14:29 Civil Process 2020060371 Officer 08/04/20 21:58 Civil Process 2020060534 08/05/20 10:10 Civil Process 2020060637 Officer 08/05/20 11:11 Civil Process 2020060652 Officer 08/05/20 11:53 Civil Process 2020060665 Officer 08/05/20 13:51 Civil Process 2020060694 Officer 08/05/20 18:26 Civil Process 2020060798 Officer 08/05/20 20:20 Civil Process 2020060831 Civil Process BP20007174 Officer 08/06/20 12:48 Civil Process 2020061029 Officer 08/06/20 13:21 Civil Process 2020061038 Officer Page 6 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/06/20 13:52 Civil Process 2020061051 Commercial General 08/07/20 09:40 Civil Process 2020061339 Phone 08/07/20 09:52 Civil Process 2020061344 Commercial General Alarm 08/07/20 10:19 Civil Process 2020061353 Officer 08/07/20 10:31 Civil Process 2020061359 Officer 08/07/20 13:00 Civil Process 2020061409 Civil Process WP20021986 Phone 08/10/20 10:12 Civil Process 2020062230 Officer 08/10/20 10:22 Civil Process 2020062236 Officer 08/10/20 10:43 Civil Process 2020062241 Officer 08/11/20 10:21 Civil Process 2020062488 Officer 08/11/20 14:27 Civil Process 2020062580 Officer 08/14/20 15:12 Civil Process 2020063567 Officer 08/14/20 16:34 Civil Process 2020063599 Officer 08/17/20 11:40 Civil Process 2020064479 Officer 08/17/20 11:51 Civil Process 2020064485 Officer 08/17/20 11:57 Civil Process 2020064487 Officer 08/18/20 11:18 Civil Process 2020064824 Officer 08/20/20 12:57 Civil Process 2020065535 Officer 08/21/20 09:15 Civil Process 2020065838 08/21/20 09:37 Civil Process 2020065844 08/24/20 09:29 Civil Process 2020066873 Officer 08/24/20 09:43 Civil Process 2020066877 08/24/20 10:07 Civil Process 2020066884 Officer 08/24/20 10:17 Civil Process 2020066889 Officer 08/25/20 13:33 Civil Process 2020067297 08/28/20 13:54 Civil Process 2020068342 08/28/20 14:28 Civil Process 2020068361 08/28/20 17:49 Civil Process 2020068416 Officer 08/31/20 09:18 Civil Process 2020069281 Officer 08/31/20 16:08 Civil Process 2020069393 Officer Commercial Fire Alarm Total: 1 08/24/20 09:07 Commercial Fire Alarm 2020066868 Gopher State One BP20007794 Phone Commercial General Alarm Total: 24 08/01/20 00:38 Commercial General 2020059295 Commercial General Alarm WP20021286 Phone 08/01/20 05:54 Commercial General 2020059324 Commercial General Alarm WP20021292 Phone 08/01/20 05:58 Commercial General 2020059325 Commercial General Alarm WP20021293 Phone 08/01/20 06:01 Commercial General 2020059326 Commercial General Alarm WP20021294 Phone 08/03/20 01:57 Commercial General 2020059898 Commercial General Alarm WP20021492 Phone 08/03/20 20:47 Commercial General 2020060155 Commercial General Alarm WP20021587 Phone 08/04/20 03:11 Commercial General 2020060237 Commercial General Alarm WP20021607 Phone 08/04/20 17:37 Commercial General 2020060448 Commercial General Alarm WP20021684 Phone 08/04/20 21:12 Commercial General 2020060524 Commercial General Alarm WP20021707 Phone 08/09/20 00:08 Commercial General 2020061929 Commercial General Alarm WP20022154 Phone 08/09/20 04:19 Commercial General 2020061957 Commercial General Alarm WP20022166 Phone 08/11/20 02:53 Commercial General 2020062441 Commercial General Alarm WP20022357 Phone Page 7 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/12/20 07:05 Court Order Violation Commercial General 2020062816 Commercial General Alarm WP20022484 Phone 08/14/20 23:33 2020060391 Commercial General 2020063740 Commercial General Alarm WP20022771 Phone 08/17/20 18:24 Court Order Violation Commercial General 2020064628 Commercial General Alarm WP20023079 Phone 08/18/20 10:01 WP20022936 Commercial General 2020064787 Commercial General Alarm WP20023136 Phone 08/19/20 05:08 Phone Commercial General 2020065089 Commercial General Alarm WP20023233 Phone 08/21/20 02:40 2020067213 Commercial General 2020065795 Commercial General Alarm WP20023460 Phone 08/22/20 07:25 Phone Commercial General 2020066177 Commercial General Alarm WP20023575 Phone 08/23/20 15:25 Criminal Damage to Commercial General 2020066660 Commercial General Alarm WP20023724 Phone 08/24/20 19:22 08/03/20 14:10 Commercial General 2020067059 Commercial General Alarm WP20023848 Phone 08/26/20 14:28 Commercial General 2020067671 Commercial General Alarm WP20024030 Phone 08/31/20 19:01 Commercial General 2020069459 Commercial General Alarm WP20024600 Phone 08/31/20 22:30 Commercial General 2020069549 Commercial General Alarm WP20024629 Phone Court Order Violation Total: 6 08/04/20 09:39 Court Order Violation 2020060282 Court Order Violation WP20021621 Phone 08/04/20 14:20 Court Order Violation 2020060366 Court Order Violation WP20021650 Criminal Damage to 08/04/20 15:26 Court Order Violation 2020060391 Court Order Violation WP20021663 911 08/11/20 19:37 Court Order Violation 2020062693 Court Order Violation WP20022448 911 08/16/20 14:39 Court Order Violation 2020064254 Court Order Violation WP20022936 Phone 08/19/20 17:50 Court Order Violation 2020065298 Court Order Violation WP20023307 Phone Criminal Damage to Property Total: 12 08/06/20 18:39 Criminal Damage to 2020061178 Civil Complaint WP20021921 Phone 08/09/20 16:15 Criminal Damage to 2020062060 Criminal Damage to Property WP20022203 911 08/10/20 08:50 Criminal Damage to 2020062210 Criminal Damage to Property WP20022264 Phone 08/15/20 13:10 Criminal Damage to 2020063880 Criminal Damage to Property WP20022817 Phone 08/15/20 20:15 Criminal Damage to 2020064030 Criminal Damage to Property WP20022861 Phone 08/20/20 16:48 Criminal Damage to 2020065634 Criminal Damage to Property WP20023411 911 08/22/20 12:18 Criminal Damage to 2020066262 Criminal Damage to Property WP20023599 911 08/24/20 09:13 Criminal Damage to 2020066872 Criminal Damage to Property WP20023793 Phone 08/25/20 08:41 Criminal Damage to 2020067213 Criminal Damage to Property WP20023897 Phone 08/28/20 08:13 Criminal Damage to 2020068213 Criminal Damage to Property WP20024198 Phone 08/29/20 13:59 Criminal Damage to 2020068703 Criminal Damage to Property WP20024347 Phone 08/30/20 01:39 Criminal Damage to 2020068916 Criminal Damage to Property WP20024422 911 Damage to County Property Total: 1 08/03/20 14:10 Damage to County 2020060013 Damage to County Property WPRK20021536 Disabled Vehicle Total: 5 08/14/20 14:55 Disabled Vehicle 2020063557 Abandoned Vehicle WP20022726 Phone 08/18/20 10:38 Disabled Vehicle 2020064807 Phone 08/24/20 07:19 Disabled Vehicle 2020066851 Phone 08/28/20 12:01 Disabled Vehicle 2020068291 Phone 08/29/20 09:10 Disabled Vehicle 2020068626 Phone Disorderly Total: 5 08/06/2012:22 Disorderly 2020061017 Disorderly WP20021870 911 08/15/2019:39 Disorderly 2020064008 Disorderly WP20022853 Phone 08/26/20 17:54 Disorderly 2020067744 Suspicious - Circumstances WP20024051 Phone Page 8 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/30/20 13:55 Disorderly 2020069017 Medical - Psychiatric - WP20024454 911 08/31/2017:04 Disorderly 2020069418 Disorderly WP20024589 Phone Domestic Disturbance Total: 12 08/01/20 18:38 Domestic Disturbance 2020059522 911 Hang-up WP20021360 911 08/04/20 15:52 Domestic Disturbance 2020060405 Civil Complaint WP20021668 Phone 08/04/20 23:05 Domestic Disturbance 2020060555 Medical - Psychiatric - WP20021718 911 08/04/20 23:36 Domestic Disturbance 2020060562 Domestic Disturbance WP20021719 Phone 08/05/20 18:39 Domestic Disturbance 2020060806 Juvenile - Complaint WP20021804 Phone 08/10/20 05:09 Domestic Disturbance 2020062188 Suspicious - Circumstances WP20022256 911 08/16/20 09:49 Domestic Disturbance 2020064162 Domestic Disturbance WP20022910 Phone 08/17/20 09:36 Domestic Disturbance 2020064448 Domestic Disturbance WP20023014 911 08/23/20 16:03 Domestic Disturbance 2020066670 Juvenile - Complaint WP20023729 Phone 08/26/20 18:32 Domestic Disturbance 2020067760 Domestic Disturbance WP20024057 Phone 08/29/20 22:06 Domestic Disturbance 2020068872 Domestic Disturbance WP20024407 Phone 08/31/20 15:38 Domestic Disturbance 2020069386 Domestic Disturbance WP20024579 911 Drugs Total: 3 08/11/20 21:32 Drugs 2020062734 Traffic - Complaint WP20022458 Phone 08/19/2013:42 Drugs 2020065210 Drugs WP20023279 Phone 08/25/20 08:14 Drugs 2020067210 Drugs WP20023896 Dumping Total: 3 08/03/2015:43 Dumping 2020060045 Dumping WP20021544 Phone 08/04/2012:00 Dumping 2020060322 Dumping WP20021633 Phone 08/22/2019:52 Dumping 2020066415 Dumping WP20023645 Phone Explosion; MVA - Injuries Total: 1 2020064903 Fire - Gas Leak WP20023178 08/06/20 05:04 Explosion; MVA - 2020060926 Agency Assist WP20021839 911 Extra Patrol Total: 3 Fire - Hazardous Materials Total: 1 08/20/20 20:27 Extra Patrol 2020065714 Extra Patrol WP20023438 Phone 08/21/20 15:04 Extra Patrol 2020065956 Extra Patrol WP20023517 Phone 08/24/20 16:19 Extra Patrol 2020066983 Extra Patrol WP20023831 Phone Fight; Domestic Disturbance Total: 1 08/10/20 22:17 Fight; Domestic 2020062408 Domestic Disturbance WP20022341 911 Fire - Electrical Total: 1 08/26/20 14:01 Fire - Electrical 2020067659 Fire - Electrical WP20024025 Phone Fire - Gas Leak Total: 3 08/12/20 20:12 Fire - Gas Leak 2020063009 Fire - Gas Leak WP20022551 911 08/18/20 14:54 Fire - Gas Leak 2020064903 Fire - Gas Leak WP20023178 911 08/20/20 04:28 Fire - Gas Leak 2020065426 Fire - Gas Leak WP20023346 911 Fire - Hazardous Materials Total: 1 08/10/20 19:04 Fire - Hazardous 2020062360 Fire - Hazardous Materials WP20022325 Other Fire - Mutual Aid Total: 1 Page 9 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/14/20 10:11 Fire - Mutual Aid 2020063473 Phone Fire - Other Total: 4 08/02/20 05:59 Fire - Other 2020059655 Fire - Other WP20021404 911 08/10/20 20:25 Fire - Other 2020062375 Fire - Other WP20022329 Phone 08/16/20 12:11 Fire - Other 2020064198 Fire - Other WP20022924 Phone 08/24/20 21:55 Fire - Other 2020067117 Fire - Other WP20023865 Phone Fire - Vehicle Total: 2 08/06/20 11:01 Fire - Vehicle 2020060984 Fire - Vehicle WP20021864 Phone 08/11/20 17:19 Fire - Vehicle 2020062635 Fire - Vehicle WP20022430 911 Found Person Total: 1 08/29/20 17:25 Found Person 2020068764 Found Person WP20024365 911 Fraud - Checks - Cards Total: 3 08/18/20 10:57 Fraud - Checks - Cards 2020064815 Fraud - Checks - Cards WP20023149 Phone 08/18/20 11:56 Fraud - Checks - Cards 2020064840 Fraud - Checks - Cards WP20023153 08/21/20 10:59 Fraud - Checks - Cards 2020065875 Fraud - Checks - Cards WP20023489 911 Fraud - Internet Total: 2 08/03/20 15:56 Fraud - Internet 2020060053 Fraud - Internet WP20021549 Phone 08/31/20 12:26 Fraud - Internet 2020069334 Counterfeit Currency WP20024567 Phone Funeral Escort Total: 2 08/07/20 13:21 Funeral Escort 2020061415 Phone 08/11/20 10:00 Funeral Escort 2020062482 Phone Harassment Total: 11 08/06/2016:38 Harassment 2020061112 Disorderly WP20021906 911 08/06/2018:23 Harassment 2020061163 Harassment WP20021917 Phone 08/06/20 20:31 Harassment 2020061222 Harassment WP20021932 Phone 08/07/2016:43 Harassment 2020061481 Harassment WP20022006 911 08/07/2016:44 Harassment 2020061482 Harassment WP20022003 Phone 08/09/2016:55 Harassment 2020062068 Harassment WP20022209 Phone 08/20/2018:15 Harassment 2020065660 Harassment WP20023420 Phone 08/24/2016:48 Harassment 2020066995 Harassment WP20023833 Phone 08/27/20 09:27 Harassment 2020067862 Citizen Aid WP20024097 911 08/28/2013:18 Harassment 2020068324 Harassment WP20024227 Phone 08/29/20 20:40 Harassment 2020068835 Neighborhood Dispute WP20024395 Phone Info Total: 3 08/12/20 15:22 Info 2020062924 Phone 08/13/20 09:03 Info 2020063130 Phone 08/26/20 06:58 Info 2020067522 Phone Intoxicated Person Total: 3 08/11/20 20:26 Intoxicated Person 2020062705 Intoxicated Person WP20022453 911 08/14/20 00:49 Intoxicated Person 2020063410 DUI WP20022673 911 08/21/20 22:20 Intoxicated Person 2020066118 Domestic Disturbance WP20023555 Phone Page 10 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Juvenile - Complaint Total: 12 08/09/20 13:49 Juvenile - Complaint 2020062022 08/17/20 17:03 Juvenile - Complaint 2020064595 08/17/20 19:50 Juvenile - Complaint 2020064660 08/17/20 22:18 Juvenile - Complaint 2020064702 08/22/20 20:36 Juvenile - Complaint 2020066433 08/26/20 15:48 Juvenile - Complaint 2020067702 08/28/20 22:09 Juvenile - Complaint 2020068500 08/29/20 20:00 Juvenile - Complaint 2020068818 08/29/20 22:47 Juvenile - Complaint 2020068884 08/29/20 23:31 Juvenile - Complaint 2020068893 08/30/20 22:08 Juvenile - Complaint 2020069194 08/31/20 14:10 Juvenile - Complaint 2020069355 Juvenile - Curfew Violation Total: 2 08/11/20 01:35 Juvenile - Curfew 2020062439 08/25/20 01:23 Juvenile - Curfew 2020067172 Juvenile - Runaway Total: 6 Juvenile - Complaint WP20022192 Juvenile - Complaint WP20023069 Juvenile - Complaint WP20023090 Juvenile - Complaint WP20023109 Juvenile - Complaint WP20023653 Juvenile - Complaint WP20024038 Juvenile - Complaint WP20024278 Juvenile - Complaint WP20024388 Suspicious - Person - Vehicle WP20024411 Juvenile - Complaint WP20024416 Juvenile - Complaint WP20024510 Juvenile - Complaint WP20024573 Juvenile - Curfew Violation WP20022356 Juvenile - Curfew Violation WP20023880 08/03/20 20:41 Juvenile - Runaway 2020060151 Juvenile - Runaway WP20021585 08/07/20 05:16 Juvenile - Runaway 2020061309 Juvenile - Runaway WP20021962 08/11/20 05:59 Juvenile - Runaway 2020062447 Juvenile - Runaway WP20022362 08/17/20 21:32 Juvenile - Runaway 2020064694 Juvenile - Runaway WP20023106 08/31/20 08:18 Juvenile - Runaway 2020069261 Juvenile - Runaway WP20024533 08/31/20 08:25 Juvenile - Runaway 2020069265 Juvenile - Runaway WP20024543 Lock Out - Lock In Total: 4 08/05/20 05:15 Lock Out - Lock In 2020060583 Lock Out - Lock In WP20021724 08/08/20 13:54 Lock Out - Lock In 2020061755 Lock Out - Lock In WP20022097 08/26/20 15:15 Lock Out - Lock In 2020067688 Lock Out - Lock In WP20024034 08/28/20 14:18 Lock Out - Lock In 2020068355 Lost - Found Property Total: 9 08/02/20 12:20 Lost - Found Property 2020059717 Lost - Found Property WP20021421 08/06/20 10:31 Lost - Found Property 2020060976 Theft - From Vehicle WP20021860 08/06/20 14:42 Lost - Found Property 2020061068 Lost - Found Property WP20021891 08/13/20 13:55 Lost - Found Property 2020063213 Lost - Found Property WP20022616 08/18/20 21:05 Lost - Found Property 2020065014 Lost - Found Property WP20023217 08/19/20 09:08 Lost - Found Property 2020065125 Lost - Found Property WP20023247 08/21/20 20:50 Lost - Found Property 2020066087 Lost - Found Property WP20023547 08/22/20 08:31 Lost - Found Property 2020066184 Lost - Found Property WP20023579 08/22/20 14:30 Lost - Found Property 2020066296 Lost - Found Property WP20023610 Medical - Abdominal Pain Total: 1 08/27/20 22:08 Medical - Abdominal 2020068137 Medical - Allergies - Stings Total: 1 08/05/20 15:07 Medical - Allergies - 2020060718 Phone Phone Phone 911 Phone Phone Phone Phone Officer Phone Phone Phone Phone Phone Phone 911 911 Phone Phone Phone Phone 911 911 Phone Page 11 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Medical - Back Pain Total: 1 08/11/20 10:56 Medical - Back Pain 2020062499 911 Medical - Bleeding - Lacerations Total: 1 08/25/20 13:32 Medical - Bleeding - 2020067295 Phone Medical - Breathing Problems Total: 8 08/02/20 04:22 Medical - Breathing 2020059648 911 08/03/20 04:57 Medical - Breathing 2020059908 911 08/06/20 12:51 Medical - Breathing 2020061030 911 08/09/20 20:34 Medical - Breathing 2020062122 911 08/14/20 20:44 Medical - Breathing 2020063684 911 08/23/20 23:41 Medical - Breathing 2020066809 911 08/27/20 23:05 Medical - Breathing 2020068145 911 08/31/20 07:12 Medical - Breathing 2020069245 911 Medical - Carbon Monoxide Inhalation Total: 1 2020062832 08/07/20 21:36 Medical - Carbon 2020061588 Medical - Carbon Monoxide WP20022028 911 Medical - Chest Pain Total: 4 08/01/20 12:54 Medical - Chest Pain 2020059399 911 08/09/20 06:04 Medical - Chest Pain 2020061962 911 08/11/20 13:01 Medical - Chest Pain 2020062546 911 08/31/20 13:57 Medical - Chest Pain 2020069349 Phone Medical - Choking Total: 1 Medical - Fall Under 6 2020060574 08/08/20 21:29 Medical - Choking 2020061877 Medical - Choking WP20022139 911 Medical - Diabetic Total: 3 Phone 08/06/20 15:29 08/05/20 11:37 Medical - Diabetic 2020060660 Phone 08/05/20 16:34 Medical - Diabetic 2020060759 Phone 08/18/20 01:45 Medical - Diabetic 2020064735 911 Medical - Fall Under 6 Feet Total: 17 08/02/20 12:39 Medical - Fall Under 6 2020059720 911 08/03/20 02:24 Medical - Fall Under 6 2020059901 911 08/03/20 20:46 Medical - Fall Under 6 2020060154 Phone 08/05/20 01:34 Medical - Fall Under 6 2020060574 911 08/05/20 17:23 Medical - Fall Under 6 2020060774 Phone 08/06/20 15:29 Medical - Fall Under 6 2020061084 Phone 08/07/20 09:16 Medical - Fall Under 6 2020061334 911 08/10/20 07:49 Medical - Fall Under 6 2020062203 Phone 08/12/20 09:05 Medical - Fall Under 6 2020062832 911 08/14/20 16:38 Medical - Fall Under 6 2020063601 Phone 08/16/20 14:34 Medical - Fall Under 6 2020064253 Medical - Fall Under 6 Feet WP20022939 Phone 08/21/20 18:33 Medical - Fall Under 6 2020066041 911 08/24/20 15:49 Medical - Fall Under 6 2020066978 Medical - Fall Under 6 Feet WP20023830 Phone 08/26/20 17:48 Medical - Fall Under 6 2020067743 911 08/27/20 09:41 Medical - Fall Under 6 2020067866 911 Page 12 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number 08/29/20 16:44 Medical - Fall Under 6 2020068751 Disorderly WP20024363 08/31/20 14:02 Medical - Fall Under 6 2020069351 Medical - Overdose - Poisoning Total: 1 08/16/20 21:58 Medical - Overdose - 2020064368 Medical - Overdose - PoisoninVP20022991 Medical - Psychiatric - Behavioral Total: 8 08/08/20 14:31 Medical - Psychiatric - 2020061772 Check Welfare WP20022104 08/10/20 03:01 Medical - Psychiatric - 2020062180 Medical - Psychiatric - WP20022251 08/14/20 20:45 Medical - Psychiatric - 2020063685 Medical - Psychiatric - WP20022760 08/15/20 01:41 Medical - Psychiatric - 2020063766 Medical - Psychiatric - WP20022782 08/16/20 18:46 Medical - Psychiatric - 2020064319 Check Welfare WP20022963 08/29/20 03:53 Medical - Psychiatric - 2020068583 Suspicious - Circumstances WP20024306 08/30/20 00:09 Medical - Psychiatric - 2020068902 Medical - Psychiatric - WP20024418 08/31/20 16:13 Medical - Psychiatric - 2020069397 Medical - Psychiatric - WP20024584 Medical - Seizure Total: 6 08/07/20 23:02 Medical - Seizure 2020061615 08/08/20 12:02 Medical - Seizure 2020061733 08/14/20 19:28 Medical - Seizure 2020063651 08/23/20 11:52 Medical - Seizure 2020066595 08/28/20 22:24 Medical - Seizure 2020068505 08/30/20 19:23 Medical - Seizure 2020069145 Medical - Sick Total: 11 08/03/20 15:31 Medical - Sick 2020060037 08/13/20 13:00 Medical - Sick 2020063201 08/16/20 23:39 Medical - Sick 2020064395 08/17/20 20:25 Medical - Sick 2020064674 08/19/20 09:02 Medical - Sick 2020065122 08/19/20 12:55 Medical - Sick 2020065188 08/19/20 23:18 Medical - Sick 2020065396 08/26/20 11:31 Medical - Sick 2020067603 08/26/20 12:43 Medical - Sick 2020067633 08/27/20 15:29 Medical - Sick 2020067994 08/28/20 15:42 Medical - Sick 2020068381 Medical - Stab - Gun Injury Total: 1 08/06/20 15:04 Medical - Stab - Gun 2020061075 Medical - Stroke Total: 2 08/03/20 14:21 Medical - Stroke 2020060017 08/24/20 10:41 Medical - Stroke 2020066896 How Reported 15111 Phone 911 911 911 Phone 911 911 911 911 911 Medical - Seizure WP20022759 911 911 911 Medical - Seizure WP20024488 Phone 911 911 911 911 911 911 911 911 911 911 911 Domestic Disturbance WP20021895 911 Medical - Unconscious - Fainting Total: 4 08/01/20 13:05 Medical - Unconscious - 2020059402 08/04/20 11:08 Medical - Unconscious - 2020060308 Medical - Unconscious - WP20021631 08/05/20 08:47 Medical - Unconscious - 2020060617 08/31/20 00:53 Medical - Unconscious - 2020069221 Phone 911 Phone 911 Page 13 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Medical - Unknown Total: 2 08/08/20 20:21 Medical - Unknown 2020061851 911 08/23/20 15:24 Medical - Unknown 2020066658 911 Missing Person Total: 3 08/15/20 22:51 Missing Person 2020064100 Missing Person WP20022883 Phone 08/20/20 06:36 Missing Person 2020065435 Found Person WP20023353 Phone 08/29/20 02:58 Missing Person 2020068581 Missing Person WP20024304 Phone Motorist Aid Total: 4 08/04/20 22:58 Motorist Aid 2020060554 08/06/20 23:19 Motorist Aid 2020061270 Phone 08/24/20 17:24 Motorist Aid 2020067013 Phone 08/25/20 13:18 Motorist Aid 2020067292 MVA - Car Deer Total: 1 08/30/20 19:09 MVA - Car Deer 2020069141 Phone MVA - Hit & Run Total: 4 08/06/20 15:42 MVA - Hit & Run 2020061090 MVA - Hit & Run WP20021900 08/09/20 13:52 MVA - Hit & Run 2020062024 MVA - Hit & Run WP20022193 911 08/18/20 13:50 MVA - Hit & Run 2020064881 Agency Assist WP20023168 911 08/21/20 13:08 MVA - Hit & Run 2020065916 MVA - Hit & Run WP20023503 MVA - Injuries Total: 3 08/01/20 02:55 MVA - Injuries 2020059316 08/16/20 02:05 MVA - Injuries 2020064135 Agency Assist WP20022897 08/31/20 21:25 MVA - Injuries 2020069523 MVA - Injuries WP20024618 911 MVA - No Injuries Total: 17 08/03/20 04:34 MVA - No Injuries 2020059907 MVA - No Injuries WP20021497 911 08/04/20 12:49 MVA - No Injuries 2020060345 MVA - No Injuries WP20021639 08/07/20 11:36 MVA - No Injuries 2020061381 MVA - No Injuries WP20021976 911 08/07/20 16:50 MVA - No Injuries 2020061485 911 08/07/20 18:17 MVA - No Injuries 2020061519 MVA - No Injuries WP20022018 08/10/20 16:46 MVA - No Injuries 2020062327 MVA - No Injuries WP20022310 08/14/20 09:29 MVA - No Injuries 2020063468 MVA - No Injuries WP20022694 911 08/15/20 12:39 MVA - No Injuries 2020063871 MVA - No Injuries WP20022813 08/15/20 16:04 MVA - No Injuries 2020063930 911 08/15/20 16:05 MVA - No Injuries 2020063931 MVA - No Injuries WP20022836 08/17/20 10:45 MVA - No Injuries 2020064462 Agency Assist WP20023019 911 08/18/20 13:31 MVA - No Injuries 2020064874 MVA - No Injuries WP20023167 08/18/20 22:05 MVA - No Injuries 2020065026 911 08/20/20 20:05 MVA - No Injuries 2020065706 MVA - No Injuries WP20023436 911 08/28/20 15:52 MVA - No Injuries 2020068383 MVA - No Injuries WP20024242 08/29/20 10:56 MVA - No Injuries 2020068656 MVA - No Injuries WP20024332 08/30/20 14:22 MVA - No Injuries 2020069028 Agency Assist WP20024457 Page 14 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Neighborhood Dispute Total: 1 08/30/20 17:04 Neighborhood Dispute 2020069098 Neighborhood Dispute WP20024477 Noise Total: 8 08/01/20 00:07 Noise 2020059292 Noise WP20021285 08/13/20 23:10 Noise 2020063396 Noise WP20022669 Phone 08/18/20 02:00 Noise 2020064738 Noise WP20023119 08/19/2014:23 Noise 2020065227 Noise WP20023287 08/21/20 00:36 Noise 2020065775 Noise WP20023456 911 08/29/20 23:51 Noise 2020068896 Noise WP20024417 911 08/30/2015:35 Noise 2020069056 Noise WP20024466 08/30/20 21:19 Noise 2020069181 Noise WP20024504 Ordinance Violation Total: 4 08/07/20 20:41 Ordinance Violation 2020061563 Ordinance Violation WPRK20022026 08/15/20 00:32 Ordinance Violation 2020063756 Ordinance Violation WPRK20022778 08/23/20 00:28 Ordinance Violation 2020066509 Ordinance Violation WPRK20023673 08/30/20 14:50 Ordinance Violation 2020069038 Ordinance Violation WP20024461 Parking Total: 10 08/03/2016:47 Parking 2020060076 Parking WP20021562 08/04/20 07:51 Parking 2020060257 Parking WP20021611 08/04/2014:28 Parking 2020060370 Parking WP20021654 08/06/20 07:26 Parking 2020060940 Parking WP20021846 08/14/2014:20 Parking 2020063543 Parking WP20022719 Phone 08/18/2015:47 Parking 2020064912 Parking WP20023181 08/19/2014:05 Parking 2020065222 Parking WP20023283 08/21/2010:56 Parking 2020065874 Parking WP20023488 08/23/20 08:04 Parking 2020066556 Parking WP20023691 08/23/2011:55 Parking 2020066598 Parking WP20023704 Phone Call Total: 1 08/03/20 20:18 Phone Call 2020060143 Other Probation Check Total: 5 08/04/20 14:34 Probation Check 2020060374 Officer 08/04/20 15:35 Probation Check 2020060396 Officer 08/11/20 18:06 Probation Check 2020062657 Officer 08/19/20 17:15 Probation Check 2020065287 Officer 08/25/20 15:41 Probation Check 2020067337 Officer Public Disturbance Total: 1 08/11/20 16:32 Public Disturbance 2020062625 Public Disturbance WP20022428 Phone Public Works - Utilities Total: 1 08/30/20 09:17 Public Works - Utilities 2020068950 Phone Repossession Total: 1 08/05/2016:24 Repossession 2020060754 Page 15 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Residential Fire Alarm Total: 3 08/25/20 17:10 Residential Medical 2020067368 Residential Medical Alarm 08/08/20 15:00 Residential Fire Alarm 2020061784 Residential Fire Alarm WP20022108 Phone 08/09/20 18:26 Residential Fire Alarm 2020062084 Residential Fire Alarm WP20022218 Phone 08/22/20 17:47 Residential Fire Alarm 2020066363 Residential Fire Alarm WP20023635 Phone Residential Fire Alarm; Dispatch - CAD - Addressing Problems Total: 1 Search Warrant 08/28/20 12:55 Residential Fire Alarm; 2020068315 Officer SIA Area Watch Total: 3 Phone Residential General Alarm Total: 3 08/28/20 02:37 08/14/2012:55 SIA Area Watch 08/10/20 17:27 Residential General 2020062329 Residential General Alarm WP20022311 Phone 08/13/20 16:28 Residential General 2020063252 Residential General Alarm WP20022626 Phone 08/16/20 23:34 Residential General 2020064393 Residential General Alarm WP20022993 Phone Residential Medical Alarm Total: 3 08/18/20 16:18 Residential Medical 2020064923 Residential Medical Alarm WP20023187 Phone 08/25/20 17:10 Residential Medical 2020067368 Residential Medical Alarm WP20023944 Phone 08/31/20 18:17 Residential Medical 2020069444 Residential Medical Alarm WP20024595 Phone Search Warrant Total: 1 SIA House Check 08/10/20 14:17 Search Warrant 2020062285 Search Warrant WSIU20022290 Officer SIA Area Watch Total: 3 Check 2020068186 08/28/20 02:37 08/14/2012:55 SIA Area Watch 2020063522 House Check 2020068187 08/22/20 23:46 SIA Area Watch 2020066495 08/31/2013:50 SIA Area Watch 2020069347 SIA Business Walk Through Total: 1 08/18/20 06:33 SIA Business Walk 2020064759 SIA Citizen Aid Total: 1 08/14/20 22:06 SIA Citizen Aid 2020063710 SIA City Council - City Hall Total: 2 08/10/20 17:29 SIA City Council - City 2020062332 Officer 08/24/20 17:30 SIA City Council - City 2020067018 Officer SIA House Check Total: 5 08/19/20 01:09 2020060487 SIA House Check 2020065068 08/19/20 01:42 08/21/2014:03 SIA House Check 2020065074 08/25/20 00:52 SIA House Check 2020067170 08/28/20 02:31 SIA House Check 2020068186 08/28/20 02:37 SIA House Check 2020068187 SIA Other Total: 4 08/04/2018:50 SIA Other 2020060487 08/11/20 21:54 SIA Other 2020062743 08/13/20 23:27 SIA Other 2020063402 08/21/2014:03 SIA Other 2020065934 SIA Parks Total: 36 Page 16 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/01/2016:46 SIA Parks 2020059479 08/02/2014:33 SIA Parks 2020059759 08/03/2013:41 SIA Parks 2020060005 08/03/20 23:13 SIA Parks 2020060204 08/05/2014:31 SIA Parks 2020060707 08/07/20 20:25 SIA Parks 2020061559 08/08/2010:03 SIA Parks 2020061702 08/08/2018:22 SIA Parks 2020061821 08/08/2018:29 SIA Parks 2020061824 08/09/2012:22 SIA Parks 2020062006 08/09/20 22:01 SIA Parks 2020062147 08/12/20 08:16 SIA Parks 2020062823 08/14/20 23:04 SIA Parks 2020063730 08/15/20 09:30 SIA Parks 2020063811 08/15/20 13:49 SIA Parks 2020063892 08/15/20 15:01 SIA Parks 2020063909 08/16/20 09:48 SIA Parks 2020064161 08/16/2011:24 SIA Parks 2020064178 08/16/20 23:13 SIA Parks 2020064387 08/17/20 11:19 SIA Parks 2020064471 08/18/2014:08 SIA Parks 2020064887 08/20/2012:39 SIA Parks 2020065530 08/20/2015:12 SIA Parks 2020065594 08/22/2015:37 SIA Parks 2020066318 08/22/20 23:58 SIA Parks 2020066499 08/23/20 09:21 SIA Parks 2020066562 08/25/20 21:10 SIA Parks 2020067446 Officer 08/25/20 23:04 SIA Parks 2020067481 08/26/20 00:25 SIA Parks 2020067497 08/26/20 21:43 SIA Parks 2020067802 08/27/20 01:10 SIA Parks 2020067825 08/27/20 22:12 SIA Parks 2020068139 08/28/20 00:01 SIA Parks 2020068163 08/28/20 01:59 SIA Parks 2020068185 08/28/20 20:19 SIA Parks 2020068466 08/31/20 08:58 SIA Parks 2020069273 SIA Water Patrol Total: 1 08/20/20 09:48 SIA Water Patrol 2020065474 Sign - Signal Repair Total: 5 08/03/20 15:43 Sign - Signal Repair 2020060046 08/07/20 05:32 Sign - Signal Repair 2020061310 Officer 08/13/20 00:50 Sign - Signal Repair 2020063077 Officer 08/13/20 07:09 Sign - Signal Repair 2020063098 Phone 08/26/20 20:41 Sign - Signal Repair 2020067787 Phone Page 17 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Stolen - Property Total: 1 08/05/20 16:09 Stolen - Property 2020060745 Suspicious - Circumstances WP20021781 Phone Stolen - Vehicle Total: 1 08/18/20 13:20 Stolen - Vehicle 2020064870 Suspicious - Circumstances WP20023165 Phone Surveillance Total: 2 08/06/20 04:46 Surveillance 2020060918 08/13/20 20:19 Surveillance 2020063353 Surveillance WP20022664 Suspicious - Circumstances Total: 21 08/04/20 22:09 Suspicious - 2020060539 Suspicious - Circumstances WP20021712 Phone 08/05/20 08:48 Suspicious - 2020060619 Suspicious - Circumstances WP20021737 Phone 08/06/20 12:07 Suspicious - 2020061011 Suspicious - Circumstances WP20021871 Phone 08/08/20 14:07 Suspicious - 2020061761 Suspicious - Circumstances WP20022098 Phone 08/10/20 06:04 Suspicious - 2020062192 MVA - No Injuries WP20022259 Phone 08/14/20 06:03 Suspicious - 2020063433 Suspicious - Circumstances WP20022682 Phone 08/19/20 07:12 Suspicious - 2020065099 Suspicious - Circumstances WP20023237 Phone 08/20/20 16:07 Suspicious - 2020065616 Suspicious - Circumstances WP20023406 Phone 08/20/20 21:51 Suspicious - 2020065739 Suspicious - Circumstances WP20023443 Phone 08/23/20 22:30 Suspicious - 2020066797 Suspicious - Circumstances WP20023763 Phone 08/25/20 19:15 Suspicious - 2020067411 Unwanted Person WP20023960 Phone 08/26/20 07:11 Suspicious - 2020067524 Suspicious - Circumstances WP20023994 Phone 08/26/20 07:50 Suspicious - 2020067531 Suspicious - Circumstances WP20023995 Phone 08/26/20 10:30 Suspicious - 2020067572 Check Welfare WP20024005 Phone 08/27/20 03:17 Suspicious - 2020067836 Suspicious - Circumstances WP20024084 Phone 08/28/20 19:34 Suspicious - 2020068452 Suspicious - Circumstances WP20024262 Phone 08/29/20 18:05 Suspicious - 2020068781 Juvenile - Complaint WP20024371 911 08/30/20 01:48 Suspicious - 2020068917 Prowler WP20024423 Phone 08/31/20 09:40 Suspicious - 2020069289 Suspicious - Circumstances WP20024547 Phone 08/31/20 11:03 Suspicious - 2020069315 Suspicious - Circumstances WP20024558 Phone 08/31/20 11:31 Suspicious - 2020069319 Suspicious - Circumstances WP20024561 Phone Suspicious - Person - Vehicle Total: 25 08/02/20 12:12 Suspicious - Person - 2020059711 Suspicious - Person - Vehicle WP20021420 Phone 08/06/20 20:24 Suspicious - Person - 2020061219 Suspicious - Person - Vehicle WP20021931 911 08/06/20 20:37 Suspicious - Person - 2020061225 Suspicious - Person - Vehicle WP20021935 911 08/07/20 14:58 Suspicious - Person - 2020061439 Suspicious - Person - Vehicle WP20021997 Phone 08/08/20 05:01 Suspicious - Person - 2020061663 Pursuit WP20022058 911 08/09/20 12:38 Suspicious - Person - 2020062009 Suspicious - Person - Vehicle WP20022185 Phone 08/11/20 13:30 Suspicious - Person - 2020062559 Suspicious - Person - Vehicle WP20022403 Phone 08/11/20 15:36 Suspicious - Person - 2020062606 Suspicious - Person - Vehicle WP20022422 Phone 08/11/20 23:41 Suspicious - Person - 2020062769 Suspicious - Person - Vehicle WP20022468 Phone 08/14/20 03:52 Suspicious - Person - 2020063423 Suspicious - Person - Vehicle WP20022677 Phone 08/14/20 05:35 Suspicious - Person - 2020063431 Suspicious - Person - Vehicle WP20022681 Phone 08/17/20 20:50 Suspicious - Person - 2020064683 Medical - Psychiatric - WP20023099 Phone 08/18/20 10:12 Suspicious - Person - 2020064795 Suspicious - Person - Vehicle WP20023143 Phone 08/20/20 13:29 Suspicious - Person - 2020065552 Suspicious - Person - Vehicle WP20023388 Phone Page 18 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/27/20 16:12 Suspicious - Person - 2020068010 Suspicious - Person - Vehicle WP20024139 Phone 08/28/20 19:11 Suspicious - Person - 2020068446 Suspicious - Person - Vehicle WP20024255 Phone 08/28/20 22:09 Suspicious - Person - 2020068501 Suspicious - Person - Vehicle WP20024280 Phone 08/28/20 22:37 Suspicious - Person - 2020068510 Suspicious - Person - Vehicle WP20024284 911 08/28/20 23:43 Suspicious - Person - 2020068529 Suspicious - Person - Vehicle WP20024289 Phone 08/29/20 16:14 Suspicious - Person - 2020068743 Suspicious - Person - Vehicle WP20024360 Phone 08/30/20 01:35 Suspicious - Person - 2020068915 Suspicious - Person - Vehicle WP20024421 Phone 08/30/20 16:29 Suspicious - Person - 2020069084 Suspicious - Person - Vehicle WP20024475 911 08/30/20 17:34 Suspicious - Person - 2020069107 Suspicious - Person - Vehicle WP20024480 911 08/31/20 18:48 Suspicious - Person - 2020069453 Suspicious - Person - Vehicle WP20024596 Phone 08/31/20 21:09 Suspicious - Person - 2020069515 Suspicious - Person - Vehicle WP20024617 911 Theft Total: 13 08/01/2019:03 Theft 08/07/20 14:28 2020059529 Theft Theft - Shoplifting WP20021362 Phone 08/03/2015:45 Theft WCID20022114 2020060048 Theft Theft - Shoplifting WP20021546 Phone 08/06/2011:24 Theft WP20022379 2020060997 Theft WP20021869 Phone 08/06/2012:37 Theft 2020061024 Theft WP20021872 Phone 08/08/20 09:14 Theft 2020061688 Theft WP20022073 Phone 08/09/2012:57 Theft 2020062013 Theft WP20022188 Phone 08/11/20 09:15 Theft 2020062475 Theft WP20022372 Phone 08/18/20 06:59 Theft 2020064762 Theft WP20023127 Phone 08/20/2018:40 Theft 2020065675 Theft WP20023425 911 08/27/2011:15 Theft 2020067887 Theft WP20024110 Phone 08/28/2011:49 Theft 2020068284 Theft WP20024217 Phone 08/30/20 20:16 Theft 2020069159 Theft WP20024491 Phone 08/31/20 19:55 Theft 2020069482 Civil Complaint WP20024609 Phone Theft - From Vehicle Total: 10 08/03/20 11:06 Theft - From Vehicle 2020059965 Theft - From Vehicle WP20021518 911 08/08/20 02:19 Theft - From Vehicle 2020061657 Theft - From Vehicle WP20022055 911 08/08/20 05:11 Theft - From Vehicle 2020061664 Theft - From Vehicle WP20022060 Phone 08/08/20 06:58 Theft - From Vehicle 2020061673 Suspicious - Circumstances WP20022063 08/08/20 07:33 Theft - From Vehicle 2020061677 Theft - From Vehicle WP20022065 08/08/20 08:52 Theft - From Vehicle 2020061684 Theft - From Vehicle WP20022069 08/08/20 10:30 Theft - From Vehicle 2020061707 Theft - From Vehicle WP20022077 Phone 08/18/20 16:01 Theft - From Vehicle 2020064918 Theft - From Vehicle WP20023184 911 08/21/20 00:49 Theft - From Vehicle 2020065777 Theft - From Vehicle WP20023457 Phone 08/25/20 08:44 Theft - From Vehicle 2020067215 Theft - From Vehicle WP20023898 Phone Theft - Gas Drive Off Total: 1 08/22/20 18:35 Theft - Gas Drive Off 2020066387 Theft - Shoplifting Total: 13 08/01/20 19:27 Theft - Shoplifting 08/07/20 14:28 Theft - Shoplifting 08/08/20 16:19 Theft - Shoplifting 08/09/20 13:15 Theft - Shoplifting 08/11/20 10:41 Theft - Shoplifting Phone 2020059538 Theft - Shoplifting WP20021365 911 2020061435 Theft - Shoplifting WP20021995 Phone 2020061799 Theft - Shoplifting WCID20022114 911 2020062018 Theft - Shoplifting WP20022189 Phone 2020062495 Theft - Shoplifting WP20022379 Phone Page 19 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/19/20 13:02 Theft - Shoplifting 2020065193 Theft - Shoplifting WP20023269 Phone 08/19/20 14:19 Theft - Shoplifting 2020065226 Theft - Shoplifting WP20023285 Phone 08/21/20 19:26 Theft - Shoplifting 2020066063 Theft - Shoplifting WP20023543 911 08/27/20 13:27 Theft - Shoplifting 2020067946 Theft - Shoplifting WP20024120 Phone 08/27/20 14:46 Theft - Shoplifting 2020067976 Theft - Shoplifting WP20024128 Phone 08/29/20 13:57 Theft - Shoplifting 2020068700 Theft - Shoplifting WP20024345 Phone 08/30/20 09:38 Theft - Shoplifting 2020068953 Theft - Shoplifting WP20024434 Phone 08/30/20 11:15 Theft - Shoplifting 2020068980 Theft - Shoplifting WP20024442 Phone Threats Total: 3 Phone 2020063341 Traffic - Complaint WP20022650 08/04/2013:20 Threats 2020060351 Disorderly WP20021643 911 08/07/2019:45 Threats 2020061552 Threats WP20022023 Phone 08/07/20 22:38 Threats 2020061607 Civil Complaint WP20022034 Phone Tow Total: 1 08/24/20 09:09 Tow Traffic - Complaint Total: 26 08/01/20 00:40 Traffic - Complaint 08/02/20 00:28 Traffic - Complaint 08/02/20 00:39 Traffic - Complaint 08/04/20 00:56 Traffic - Complaint 08/04/20 05:47 Traffic - Complaint 08/06/20 00:52 Traffic - Complaint 08/06/20 16:02 Traffic - Complaint 08/06/20 16:35 Traffic - Complaint 08/07/20 09:45 Traffic - Complaint 08/07/20 10:37 Traffic - Complaint 08/07/20 19:17 Traffic - Complaint 08/08/20 15:23 Traffic - Complaint 08/08/20 16:56 Traffic - Complaint 08/10/20 16:42 Traffic - Complaint 08/13/20 19:40 Traffic - Complaint 08/14/20 16:25 Traffic - Complaint 08/16/20 15:10 Traffic - Complaint 08/16/20 20:06 Traffic - Complaint 08/22/20 15:32 Traffic - Complaint 08/23/20 13:42 Traffic - Complaint 08/23/20 21:06 Traffic - Complaint 08/24/20 09:46 Traffic - Complaint 08/25/20 17:55 Traffic - Complaint 08/25/20 22:07 Traffic - Complaint 08/27/20 19:12 Traffic - Complaint 08/29/20 21:41 Traffic - Complaint Traffic - Hazard Total: 2 08/12/20 14:16 Traffic - Hazard 08/16/20 14:06 Traffic - Hazard 2020066869 Phone 2020059296 Traffic - Complaint WP20021287 911 2020059622 Traffic - Complaint WP20021392 911 2020059628 DUI WP20021394 911 2020060221 Traffic - Complaint WP20021602 Phone 2020060245 Traffic - Complaint WP20021609 911 2020060903 DUI WP20021832 Phone 2020061098 Traffic - Complaint WP20021901 Phone 2020061111 Traffic - Complaint WP20021909 Phone 2020061341 Traffic - Complaint WP20021968 911 2020061364 Assault WP20021972 Phone 2020061544 Traffic - Complaint WP20022022 911 2020061790 Traffic - Complaint WP20022109 Phone 2020061808 Traffic - Complaint WP20022116 Phone 2020062325 Traffic - Complaint WP20022309 Phone 2020063341 Traffic - Complaint WP20022650 Phone 2020063596 Traffic - Complaint WP20022739 911 2020064266 Traffic - Complaint WP20022941 Phone 2020064334 DUI WP20022974 Phone 2020066317 Traffic - Complaint WP20023618 Phone 2020066631 Traffic - Complaint WP20023714 Phone 2020066767 Traffic - Complaint WP20023753 911 2020066879 Traffic - Complaint WP20023797 Phone 2020067382 Traffic - Complaint WP20023951 911 2020067466 Traffic - Complaint WP20023973 Phone 2020068075 Traffic - Complaint WP20024153 911 2020068864 Traffic - Complaint WP20024404 Phone 2020062901 Traffic - Hazard WP20022516 2020064235 Phone Page 20 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Traffic Stop Total: 461 08/01/20 08:32 Traffic Stop 2020059340 Officer 08/01/20 09:10 Traffic Stop 2020059345 Officer 08/01/2015:29 Traffic Stop 2020059447 Officer 08/01/2015:34 Traffic Stop 2020059450 Officer 08/01/2015:54 Traffic Stop 2020059458 Traffic Stop WP20021335 Officer 08/02/20 09:53 Traffic Stop 2020059677 Officer 08/02/20 10:13 Traffic Stop 2020059682 Officer 08/02/2010:45 Traffic Stop 2020059692 08/02/2011:20 Traffic Stop 2020059700 Officer 08/02/2011:37 Traffic Stop 2020059703 Officer 08/02/20 12:13 Traffic Stop 2020059713 Officer 08/02/20 12:43 Traffic Stop 2020059722 Traffic Stop WP20021422 Officer 08/02/20 13:14 Traffic Stop 2020059730 Officer 08/02/2013:51 Traffic Stop 2020059746 Officer 08/02/2015:30 Traffic Stop 2020059775 Officer 08/02/20 19:39 Traffic Stop 2020059825 Traffic Stop WP20021467 Officer 08/02/20 22:01 Traffic Stop 2020059862 Officer 08/02/20 22:50 Traffic Stop 2020059874 Officer 08/02/20 22:57 Traffic Stop 2020059875 Officer 08/02/20 22:59 Traffic Stop 2020059877 Officer 08/02/20 23:03 Traffic Stop 2020059878 08/02/20 23:26 Traffic Stop 2020059881 Officer 08/02/20 23:36 Traffic Stop 2020059884 Officer 08/03/20 07:03 Traffic Stop 2020059915 Officer 08/03/20 08:19 Traffic Stop 2020059923 Officer 08/03/20 08:31 Traffic Stop 2020059926 Traffic Stop WP20021504 Officer 08/03/20 08:32 Traffic Stop 2020059927 Officer 08/03/20 08:49 Traffic Stop 2020059931 Officer 08/03/20 08:50 Traffic Stop 2020059932 Officer 08/03/20 09:07 Traffic Stop 2020059935 Officer 08/03/20 09:38 Traffic Stop 2020059941 Officer 08/03/20 10:11 Traffic Stop 2020059951 Officer 08/03/2012:08 Traffic Stop 2020059984 Traffic Stop WP20021524 Officer 08/03/20 12:09 Traffic Stop 2020059985 Officer 08/03/2012:22 Traffic Stop 2020059989 Traffic Stop WP20021525 Officer 08/03/2012:23 Traffic Stop 2020059990 Officer 08/03/20 12:59 Traffic Stop 2020059995 Traffic Stop WP20021529 Officer 08/03/2014:34 Traffic Stop 2020060019 Officer 08/03/2015:20 Traffic Stop 2020060034 Officer 08/03/20 16:10 Traffic Stop 2020060061 Officer 08/03/2016:23 Traffic Stop 2020060065 Traffic Stop WP20021556 Officer 08/03/2016:29 Traffic Stop 2020060067 Traffic Stop WP20021557 Officer 08/03/20 16:47 Traffic Stop 2020060075 Traffic Stop WP20021560 Officer 08/03/20 16:49 Traffic Stop 2020060079 Traffic Stop WP20021563 Officer 08/03/2017:08 Traffic Stop 2020060083 Officer Page 21 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/03/20 17:10 Traffic Stop 2020060085 Officer 08/03/2017:21 Traffic Stop 2020060087 Traffic Stop WP20021566 Officer 08/03/2018:30 Traffic Stop 2020060118 Officer 08/03/2019:02 Traffic Stop 2020060126 Officer 08/03/2019:57 Traffic Stop 2020060138 Traffic Stop WP20021583 Officer 08/03/20 20:36 Traffic Stop 2020060148 Officer 08/03/20 20:58 Traffic Stop 2020060163 Officer 08/03/20 21:22 Traffic Stop 2020060173 Officer 08/03/20 21:28 Traffic Stop 2020060174 Officer 08/03/20 21:31 Traffic Stop 2020060175 Officer 08/03/20 21:45 Traffic Stop 2020060179 Drugs WP20021594 Officer 08/03/20 22:06 Traffic Stop 2020060183 Officer 08/03/20 22:11 Traffic Stop 2020060185 Officer 08/03/20 22:16 Traffic Stop 2020060186 Officer 08/03/20 22:19 Traffic Stop 2020060187 Officer 08/03/20 22:20 Traffic Stop 2020060188 Officer 08/03/20 22:30 Traffic Stop 2020060191 Officer 08/03/20 22:32 Traffic Stop 2020060192 Officer 08/03/20 22:32 Traffic Stop 2020060193 Officer 08/03/20 22:37 Traffic Stop 2020060194 Officer 08/03/20 23:00 Traffic Stop 2020060202 Officer 08/03/20 23:14 Traffic Stop 2020060205 Officer 08/03/20 23:14 Traffic Stop 2020060207 Officer 08/03/20 23:43 Traffic Stop 2020060211 Officer 08/03/20 23:50 Traffic Stop 2020060214 Officer 08/03/20 23:58 Traffic Stop 2020060216 Officer 08/04/20 02:23 Traffic Stop 2020060235 Officer 08/04/20 02:29 Traffic Stop 2020060236 Officer 08/04/20 09:23 Traffic Stop 2020060275 Officer 08/04/20 09:37 Traffic Stop 2020060281 Traffic Stop WP20021619 Officer 08/04/2010:00 Traffic Stop 2020060288 Officer 08/04/2010:04 Traffic Stop 2020060289 Traffic Stop WP20021625 Officer 08/04/2010:21 Traffic Stop 2020060294 Traffic Stop WP20021626 Officer 08/04/20 10:57 Traffic Stop 2020060305 Traffic Stop WP20021629 Officer 08/04/2014:22 Traffic Stop 2020060368 Officer 08/04/2014:57 Traffic Stop 2020060379 Officer 08/04/2015:05 Traffic Stop 2020060382 Traffic Stop WP20021658 Officer 08/04/2015:08 Traffic Stop 2020060383 Officer 08/04/20 15:13 Traffic Stop 2020060387 Officer 08/04/20 15:41 Traffic Stop 2020060399 Officer 08/04/2015:52 Traffic Stop 2020060406 Officer 08/04/2016:09 Traffic Stop 2020060408 Officer 08/04/2016:32 Traffic Stop 2020060417 Officer 08/04/20 16:46 Traffic Stop 2020060427 Officer 08/04/20 16:49 Traffic Stop 2020060429 Traffic Stop WP20021676 Officer 08/04/2017:01 Traffic Stop 2020060434 Officer 08/04/2018:09 Traffic Stop 2020060464 Traffic Stop WP20021688 Officer Page 22 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/04/2018:28 Traffic Stop 2020060476 Officer 08/04/2018:34 Traffic Stop 2020060479 Officer 08/04/20 18:40 Traffic Stop 2020060481 Officer 08/04/2018:55 Traffic Stop 2020060489 Officer 08/04/2019:59 Traffic Stop 2020060504 Traffic Stop WP20021698 Officer 08/04/20 21:45 Traffic Stop 2020060531 Traffic Stop WP20021710 Officer 08/04/20 22:05 Traffic Stop 2020060537 Traffic Stop WP20021711 Officer 08/04/20 22:37 Traffic Stop 2020060545 Officer 08/04/20 22:38 Traffic Stop 2020060546 Officer 08/04/20 22:41 Traffic Stop 2020060547 Officer 08/04/20 23:20 Traffic Stop 2020060559 Officer 08/05/20 00:46 Traffic Stop 2020060568 Officer 08/05/20 07:10 Traffic Stop 2020060589 Officer 08/05/20 07:17 Traffic Stop 2020060591 Traffic Stop WP20021729 Officer 08/05/20 07:25 Traffic Stop 2020060592 Traffic Stop WP20021730 Officer 08/05/20 07:25 Traffic Stop 2020060593 Officer 08/05/20 07:26 Traffic Stop 2020060594 Officer 08/05/20 10:04 Traffic Stop 2020060634 Officer 08/05/20 10:18 Traffic Stop 2020060641 Officer 08/05/20 11:34 Traffic Stop 2020060659 Traffic Stop WP20021752 Officer 08/05/20 12:04 Traffic Stop 2020060666 Traffic Stop WP20021757 Officer 08/05/20 12:11 Traffic Stop 2020060667 Officer 08/05/20 12:56 Traffic Stop 2020060682 Traffic Stop WP20021759 Officer 08/05/20 13:08 Traffic Stop 2020060684 Traffic Stop WP20021761 Officer 08/05/20 13:56 Traffic Stop 2020060698 Traffic Stop WP20021766 Officer 08/05/20 15:50 Traffic Stop 2020060734 Traffic Stop WP20021778 Officer 08/05/2015:55 Traffic Stop 2020060738 Drugs WP20021784 Officer 08/05/20 20:49 Traffic Stop 2020060842 Officer 08/05/20 22:39 Traffic Stop 2020060877 Officer 08/05/20 22:58 Traffic Stop 2020060882 Officer 08/05/20 23:23 Traffic Stop 2020060886 Drugs WP20021824 Officer 08/06/20 00:29 Traffic Stop 2020060899 Officer 08/06/20 01:31 Traffic Stop 2020060907 Officer 08/06/20 06:52 Traffic Stop 2020060933 Officer 08/06/20 07:05 Traffic Stop 2020060936 Traffic Stop WP20021845 Officer 08/06/2010:21 Traffic Stop 2020060974 Officer 08/06/20 10:49 Traffic Stop 2020060980 Officer 08/06/2010:56 Traffic Stop 2020060983 Traffic Stop WP20021863 Officer 08/06/2013:50 Traffic Stop 2020061050 Officer 08/06/2014:01 Traffic Stop 2020061054 Traffic Stop WP20021883 Officer 08/06/2014:55 Traffic Stop 2020061070 Officer 08/06/2018:02 Traffic Stop 2020061152 Officer 08/06/2018:08 Traffic Stop 2020061154 Officer 08/06/20 18:18 Traffic Stop 2020061159 Officer 08/06/20 18:42 Traffic Stop 2020061180 Officer 08/06/20 19:15 Traffic Stop 2020061190 Officer 08/06/2019:30 Traffic Stop 2020061195 Officer Page 23 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/06/2019:36 Traffic Stop 2020061197 Officer 08/06/2019:38 Traffic Stop 2020061199 Officer 08/06/20 19:42 Traffic Stop 2020061201 Traffic Stop WP20021925 Officer 08/06/20 20:50 Traffic Stop 2020061228 Drugs WP20021938 Officer 08/06/20 21:26 Traffic Stop 2020061242 Officer 08/06/20 22:46 Traffic Stop 2020061265 Traffic Stop WP20021951 Officer 08/07/20 00:25 Traffic Stop 2020061283 Traffic Stop WP20021955 Officer 08/07/20 00:39 Traffic Stop 2020061285 Officer 08/07/20 00:42 Traffic Stop 2020061286 Officer 08/07/20 01:35 Traffic Stop 2020061298 Officer 08/07/20 07:23 Traffic Stop 2020061317 Officer 08/07/20 14:03 Traffic Stop 2020061427 Officer 08/07/20 14:23 Traffic Stop 2020061432 Officer 08/07/20 15:16 Traffic Stop 2020061450 Officer 08/07/20 16:26 Traffic Stop 2020061475 Traffic Stop WP20022004 Officer 08/07/20 18:49 Traffic Stop 2020061536 Officer 08/07/20 19:45 Traffic Stop 2020061553 Officer 08/07/20 22:03 Traffic Stop 2020061594 Officer 08/07/20 22:24 Traffic Stop 2020061604 Officer 08/07/20 22:41 Traffic Stop 2020061608 Officer 08/08/20 00:52 Traffic Stop 2020061639 Officer 08/08/20 01:35 Traffic Stop 2020061651 Officer 08/08/20 03:13 Traffic Stop 2020061658 Officer 08/08/2012:30 Traffic Stop 2020061738 Officer 08/08/20 20:41 Traffic Stop 2020061858 Officer 08/08/20 21:26 Traffic Stop 2020061871 Officer 08/08/20 21:50 Traffic Stop 2020061883 Officer 08/08/20 22:18 Traffic Stop 2020061897 Officer 08/08/20 22:54 Traffic Stop 2020061908 Officer 08/09/20 09:56 Traffic Stop 2020061979 Officer 08/09/20 10:05 Traffic Stop 2020061980 Officer 08/09/20 10:22 Traffic Stop 2020061983 Officer 08/09/20 21:07 Traffic Stop 2020062134 Officer 08/10/20 01:31 Traffic Stop 2020062171 Officer 08/10/20 02:21 Traffic Stop 2020062176 Officer 08/10/20 20:12 Traffic Stop 2020062371 Officer 08/10/20 21:30 Traffic Stop 2020062399 Officer 08/11/20 00:07 Traffic Stop 2020062423 Officer 08/11/20 07:22 Traffic Stop 2020062454 Officer 08/11/20 08:50 Traffic Stop 2020062471 Officer 08/11/20 21:09 Traffic Stop 2020062725 Officer 08/11/20 21:22 Traffic Stop 2020062730 Officer 08/11/20 22:00 Traffic Stop 2020062744 Officer 08/11/20 22:09 Traffic Stop 2020062745 Officer 08/11/20 22:19 Traffic Stop 2020062748 Officer 08/11/20 22:27 Traffic Stop 2020062754 Warrant - Arrest WP20022462 Officer 08/12/20 01:22 Traffic Stop 2020062791 Officer Page 24 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/12/20 14:46 Traffic Stop 2020062907 Officer 08/12/20 14:55 Traffic Stop 2020062910 Traffic Stop WP20022521 Officer 08/12/20 15:10 Traffic Stop 2020062917 Officer 08/12/20 15:20 Traffic Stop 2020062923 Officer 08/12/20 19:32 Traffic Stop 2020063001 Officer 08/12/20 19:39 Traffic Stop 2020063003 Officer 08/12/20 20:11 Traffic Stop 2020063008 Officer 08/12/20 20:48 Traffic Stop 2020063022 Traffic Stop WP20022557 Officer 08/12/20 21:10 Traffic Stop 2020063034 Officer 08/12/20 22:19 Traffic Stop 2020063048 Officer 08/12/20 22:24 Traffic Stop 2020063049 Traffic Stop WP20022565 Officer 08/12/20 22:39 Traffic Stop 2020063055 Officer 08/12/20 22:49 Traffic Stop 2020063057 Officer 08/12/20 23:08 Traffic Stop 2020063063 Officer 08/12/20 23:20 Traffic Stop 2020063066 Warrant - Arrest WP20022568 Officer 08/13/20 00:11 Traffic Stop 2020063071 Officer 08/13/20 00:17 Traffic Stop 2020063072 Traffic Stop WP20022569 Officer 08/13/20 01:28 Traffic Stop 2020063081 Officer 08/13/20 01:56 Traffic Stop 2020063086 Drugs WP20022575 Officer 08/13/20 06:21 Traffic Stop 2020063090 Traffic Stop WP20022578 Officer 08/13/20 06:39 Traffic Stop 2020063092 Officer 08/13/20 07:23 Traffic Stop 2020063101 Officer 08/13/20 07:27 Traffic Stop 2020063105 Officer 08/13/20 08:06 Traffic Stop 2020063115 Officer 08/13/20 11:09 Traffic Stop 2020063168 Officer 08/13/20 11:18 Traffic Stop 2020063169 Officer 08/13/20 12:15 Traffic Stop 2020063183 Traffic Stop WP20022606 Officer 08/13/20 12:53 Traffic Stop 2020063198 DUI WP20022611 Officer 08/13/20 16:34 Traffic Stop 2020063258 Officer 08/13/20 17:24 Traffic Stop 2020063278 Officer 08/13/20 18:14 Traffic Stop 2020063300 Officer 08/13/20 19:18 Traffic Stop 2020063325 Officer 08/13/20 19:34 Traffic Stop 2020063334 Officer 08/13/20 19:37 Traffic Stop 2020063338 Officer 08/13/20 19:37 Traffic Stop 2020063339 Officer 08/13/20 20:02 Traffic Stop 2020063346 Drugs WP20022656 Officer 08/13/20 21:00 Traffic Stop 2020063361 Officer 08/13/20 21:11 Traffic Stop 2020063366 Officer 08/13/20 21:31 Traffic Stop 2020063372 Officer 08/13/20 21:32 Traffic Stop 2020063373 Officer 08/13/20 21:33 Traffic Stop 2020063374 Officer 08/13/20 21:59 Traffic Stop 2020063382 Officer 08/13/20 22:03 Traffic Stop 2020063383 Officer 08/13/20 22:37 Traffic Stop 2020063390 Traffic Stop WP20022667 Officer 08/13/20 22:53 Traffic Stop 2020063393 Officer 08/14/20 02:53 Traffic Stop 2020063420 Officer 08/14/20 10:55 Traffic Stop 2020063490 Officer Page 25 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/14/20 13:30 Traffic Stop 2020063528 Traffic Stop WP20022713 Officer 08/14/20 13:49 Traffic Stop 2020063535 Officer 08/14/20 14:31 Traffic Stop 2020063549 Officer 08/14/20 14:41 Traffic Stop 2020063553 Officer 08/14/20 15:29 Traffic Stop 2020063571 Traffic Stop WP20022728 Officer 08/14/20 17:15 Traffic Stop 2020063614 Traffic Stop WP20022745 Officer 08/14/20 17:19 Traffic Stop 2020063616 Officer 08/14/20 17:32 Traffic Stop 2020063621 Officer 08/14/20 17:37 Traffic Stop 2020063623 Officer 08/14/20 17:42 Traffic Stop 2020063625 Officer 08/14/20 18:59 Traffic Stop 2020063643 Officer 08/14/20 19:06 Traffic Stop 2020063647 Officer 08/14/20 19:08 Traffic Stop 2020063648 Officer 08/14/20 19:49 Traffic Stop 2020063664 Officer 08/14/20 19:56 Traffic Stop 2020063665 Officer 08/14/20 20:09 Traffic Stop 2020063671 Officer 08/14/20 20:11 Traffic Stop 2020063672 Officer 08/14/20 22:00 Traffic Stop 2020063707 Officer 08/14/20 22:03 Traffic Stop 2020063709 Officer 08/15/20 03:49 Traffic Stop 2020063778 Officer 08/15/20 06:20 Traffic Stop 2020063788 Traffic Stop WP20022788 Officer 08/15/20 10:23 Traffic Stop 2020063825 Traffic Stop WP20022800 Officer 08/15/20 11:03 Traffic Stop 2020063840 Officer 08/15/20 11:34 Traffic Stop 2020063849 Traffic Stop WP20022805 Officer 08/15/20 12:24 Traffic Stop 2020063866 Traffic Stop WP20022811 Officer 08/15/20 13:10 Traffic Stop 2020063879 Officer 08/15/20 13:32 Traffic Stop 2020063888 Traffic Stop WP20022821 Officer 08/15/20 14:57 Traffic Stop 2020063908 Traffic Stop WP20022828 Officer 08/15/20 15:57 Traffic Stop 2020063927 Officer 08/15/20 17:02 Traffic Stop 2020063950 Officer 08/15/20 17:24 Traffic Stop 2020063959 Officer 08/15/20 17:42 Traffic Stop 2020063964 Officer 08/15/20 17:59 Traffic Stop 2020063973 Officer 08/15/20 19:54 Traffic Stop 2020064019 Officer 08/15/20 20:15 Traffic Stop 2020064028 Officer 08/15/20 20:18 Traffic Stop 2020064031 Officer 08/15/20 21:11 Traffic Stop 2020064057 Officer 08/15/20 21:37 Traffic Stop 2020064071 Officer 08/15/20 21:57 Traffic Stop 2020064080 Officer 08/15/20 22:11 Traffic Stop 2020064083 Officer 08/15/20 22:13 Traffic Stop 2020064085 Officer 08/16/20 00:39 Traffic Stop 2020064124 Officer 08/16/20 00:53 Traffic Stop 2020064125 Drugs WP20022895 Officer 08/16/20 01:52 Traffic Stop 2020064134 Officer 08/16/20 08:29 Traffic Stop 2020064155 08/16/20 08:44 Traffic Stop 2020064156 Traffic Stop WP20022906 Officer 08/16/20 13:49 Traffic Stop 2020064230 Traffic Stop WP20022929 Officer Page 26 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/16/20 14:26 Traffic Stop 2020064246 Officer 08/16/20 14:31 Traffic Stop 2020064250 Officer 08/16/20 17:19 Traffic Stop 2020064298 Officer 08/16/20 19:17 Traffic Stop 2020064330 Traffic Stop WP20022970 Officer 08/17/20 00:19 Traffic Stop 2020064399 Officer 08/17/20 10:54 Traffic Stop 2020064464 Officer 08/17/20 11:14 Traffic Stop 2020064469 Officer 08/17/20 11:17 Traffic Stop 2020064470 Traffic Stop WP20023028 Officer 08/17/20 11:21 Traffic Stop 2020064472 Officer 08/17/20 13:53 Traffic Stop 2020064520 Officer 08/17/20 14:06 Traffic Stop 2020064524 Officer 08/17/20 15:03 Traffic Stop 2020064546 Traffic Stop WP20023050 08/17/20 16:08 Traffic Stop 2020064580 Officer 08/17/20 16:12 Traffic Stop 2020064582 Officer 08/17/20 16:34 Traffic Stop 2020064587 Officer 08/17/20 16:47 Traffic Stop 2020064592 Officer 08/17/20 17:37 Traffic Stop 2020064610 Officer 08/17/20 17:38 Traffic Stop 2020064611 Officer 08/17/20 18:34 Traffic Stop 2020064633 Traffic Stop WP20023081 Officer 08/17/20 20:00 Traffic Stop 2020064665 Officer 08/18/20 12:36 Traffic Stop 2020064857 Officer 08/18/20 13:01 Traffic Stop 2020064864 Officer 08/18/20 17:38 Traffic Stop 2020064950 Traffic Stop WP20023196 Officer 08/18/20 19:04 Traffic Stop 2020064980 Officer 08/19/20 01:57 Traffic Stop 2020065078 Check Welfare WP20023228 Officer 08/19/20 04:30 Traffic Stop 2020065087 Officer 08/19/20 04:51 Traffic Stop 2020065088 Officer 08/19/20 12:57 Traffic Stop 2020065190 Officer 08/19/20 20:39 Traffic Stop 2020065355 Traffic Stop WP20023327 Officer 08/19/20 21:11 Traffic Stop 2020065368 Officer 08/19/20 21:46 Traffic Stop 2020065374 Officer 08/19/20 22:08 Traffic Stop 2020065378 Officer 08/19/20 22:58 Traffic Stop 2020065394 Officer 08/19/20 23:19 Traffic Stop 2020065397 Officer 08/20/20 00:07 Traffic Stop 2020065406 Officer 08/20/20 01:13 Traffic Stop 2020065415 Officer 08/20/20 11:48 Traffic Stop 2020065506 Officer 08/20/20 12:13 Traffic Stop 2020065520 Officer 08/20/20 13:18 Traffic Stop 2020065544 Traffic Stop WP20023386 Officer 08/20/20 13:28 Traffic Stop 2020065550 Officer 08/20/20 13:53 Traffic Stop 2020065567 Officer 08/20/20 14:03 Traffic Stop 2020065570 Officer 08/20/20 14:11 Traffic Stop 2020065572 Traffic Stop WP20023392 Officer 08/20/20 14:17 Traffic Stop 2020065575 Officer 08/20/20 14:35 Traffic Stop 2020065579 Traffic Stop WP20023394 Officer 08/20/20 16:27 Traffic Stop 2020065627 Traffic Stop WP20023409 Officer 08/20/20 16:42 Traffic Stop 2020065631 Traffic Stop WP20023410 Officer Page 27 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/20/2016:53 Traffic Stop 2020065639 Officer 08/21/20 02:22 Traffic Stop 2020065792 Officer 08/21/20 07:07 Traffic Stop 2020065817 Traffic Stop WP20023471 Officer 08/21/20 07:20 Traffic Stop 2020065819 Traffic Stop WP20023472 Officer 08/21/20 07:41 Traffic Stop 2020065820 Traffic Stop WP20023474 Officer 08/21/20 07:55 Traffic Stop 2020065822 Officer 08/21/20 09:52 Traffic Stop 2020065847 Officer 08/21/2015:05 Traffic Stop 2020065957 Drugs WP20023518 Officer 08/21/2018:04 Traffic Stop 2020066027 Traffic Stop WP20023535 Officer 08/21/2019:32 Traffic Stop 2020066065 Officer 08/21/2019:44 Traffic Stop 2020066068 Drugs WP20023544 Officer 08/21/20 20:18 Traffic Stop 2020066073 Officer 08/21/20 21:01 Traffic Stop 2020066089 Officer 08/21/20 21:10 Traffic Stop 2020066096 Officer 08/22/20 02:44 Traffic Stop 2020066157 DUI WP20023565 Officer 08/22/20 05:05 Traffic Stop 2020066161 Officer 08/22/20 05:20 Traffic Stop 2020066164 Officer 08/22/20 06:19 Traffic Stop 2020066169 Officer 08/22/2011:33 Traffic Stop 2020066244 Officer 08/22/20 13:42 Traffic Stop 2020066286 Officer 08/22/2014:51 Traffic Stop 2020066304 Traffic Stop WP20023614 Officer 08/22/2018:25 Traffic Stop 2020066378 Traffic Stop WP20023638 Officer 08/22/2018:59 Traffic Stop 2020066396 Traffic Stop WP20023641 Officer 08/22/20 19:16 Traffic Stop 2020066399 Officer 08/22/2019:35 Traffic Stop 2020066406 Officer 08/22/20 19:42 Traffic Stop 2020066408 Officer 08/22/2019:50 Traffic Stop 2020066412 Officer 08/22/2019:54 Traffic Stop 2020066417 Officer 08/22/20 23:56 Traffic Stop 2020066497 Officer 08/23/20 00:17 Traffic Stop 2020066504 Officer 08/23/20 00:24 Traffic Stop 2020066507 Officer 08/23/20 09:42 Traffic Stop 2020066564 Officer 08/23/2010:26 Traffic Stop 2020066576 Officer 08/23/2013:00 Traffic Stop 2020066620 Traffic Stop WP20023710 Officer 08/23/20 14:13 Traffic Stop 2020066639 Officer 08/23/20 14:47 Traffic Stop 2020066645 Officer 08/23/2017:23 Traffic Stop 2020066699 Officer 08/23/20 17:45 Traffic Stop 2020066707 Officer 08/23/20 19:18 Traffic Stop 2020066734 Officer 08/23/20 20:41 Traffic Stop 2020066759 Officer 08/23/20 21:20 Traffic Stop 2020066773 Officer 08/23/20 21:29 Traffic Stop 2020066777 Officer 08/23/20 22:10 Traffic Stop 2020066791 Traffic Stop WP20023760 Officer 08/24/20 00:03 Traffic Stop 2020066811 Drugs WP20023767 Officer 08/24/20 00:58 Traffic Stop 2020066816 Officer 08/24/20 01:07 Traffic Stop 2020066818 Officer 08/24/20 01:12 Traffic Stop 2020066820 Officer Page 28 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/24/2016:38 Traffic Stop 2020066988 Officer 08/24/2018:21 Traffic Stop 2020067036 Officer 08/24/20 18:42 Traffic Stop 2020067044 Traffic Stop WP20023845 Officer 08/24/2018:56 Traffic Stop 2020067050 Officer 08/24/20 20:37 Traffic Stop 2020067092 Officer 08/24/20 20:38 Traffic Stop 2020067093 Officer 08/24/20 20:56 Traffic Stop 2020067100 Officer 08/24/20 20:57 Traffic Stop 2020067102 Traffic Stop WP20023861 Officer 08/24/20 21:08 Traffic Stop 2020067105 Officer 08/24/20 21:54 Traffic Stop 2020067115 Officer 08/24/20 22:00 Traffic Stop 2020067119 Officer 08/24/20 22:33 Traffic Stop 2020067127 Traffic Stop WP20023872 Officer 08/24/20 22:34 Traffic Stop 2020067128 Officer 08/25/20 00:29 Traffic Stop 2020067160 Officer 08/25/20 02:15 Traffic Stop 2020067181 Officer 08/25/20 09:55 Traffic Stop 2020067229 Officer 08/25/20 10:39 Traffic Stop 2020067246 Traffic Stop WP20023908 Officer 08/25/20 10:59 Traffic Stop 2020067250 Officer 08/25/20 18:55 Traffic Stop 2020067404 Officer 08/25/20 19:02 Traffic Stop 2020067406 Officer 08/25/20 20:20 Traffic Stop 2020067430 Officer 08/25/20 20:22 Traffic Stop 2020067431 Officer 08/25/20 20:49 Traffic Stop 2020067437 Officer 08/25/20 21:47 Traffic Stop 2020067458 Officer 08/25/20 22:01 Traffic Stop 2020067463 Officer 08/25/20 22:08 Traffic Stop 2020067467 Officer 08/26/20 05:34 Traffic Stop 2020067516 Officer 08/26/2011:38 Traffic Stop 2020067608 Officer 08/26/20 14:49 Traffic Stop 2020067676 Officer 08/26/20 20:24 Traffic Stop 2020067785 Officer 08/26/20 22:28 Traffic Stop 2020067809 Officer 08/26/20 22:59 Traffic Stop 2020067812 Officer 08/26/20 23:09 Traffic Stop 2020067815 Officer 08/26/20 23:47 Traffic Stop 2020067819 Traffic Stop WP20024080 Officer 08/27/20 09:40 Traffic Stop 2020067865 Traffic Stop WP20024098 Officer 08/27/20 11:47 Traffic Stop 2020067902 Officer 08/27/20 13:52 Traffic Stop 2020067954 Officer 08/27/20 19:09 Traffic Stop 2020068073 Traffic Stop WP20024150 Officer 08/27/20 19:46 Traffic Stop 2020068089 Traffic Stop WP20024159 Officer 08/27/20 20:57 Traffic Stop 2020068111 Officer 08/27/20 22:27 Traffic Stop 2020068142 Traffic Stop WP20024171 Officer 08/27/20 23:33 Traffic Stop 2020068155 Officer 08/28/20 18:49 Traffic Stop 2020068434 Officer 08/28/20 19:55 Traffic Stop 2020068460 Traffic Stop WP20024265 Officer 08/28/20 20:08 Traffic Stop 2020068463 Officer 08/28/20 23:34 Traffic Stop 2020068525 Officer 08/28/20 23:55 Traffic Stop 2020068533 Officer Page 29 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/29/20 00:05 Traffic Stop 2020068539 Officer 08/29/20 00:15 Traffic Stop 2020068541 Officer 08/29/20 01:17 Traffic Stop 2020068562 Traffic Stop WP20024299 Officer 08/29/20 02:16 Traffic Stop 2020068576 Traffic Stop WP20024303 Officer 08/29/20 06:05 Traffic Stop 2020068593 Officer 08/29/20 06:23 Traffic Stop 2020068594 Traffic Stop WP20024311 Officer 08/29/20 06:29 Traffic Stop 2020068597 Officer 08/29/20 06:56 Traffic Stop 2020068602 Traffic Stop WP20024314 Officer 08/29/20 09:48 Traffic Stop 2020068631 Traffic Stop WP20024328 Officer 08/29/20 11:36 Traffic Stop 2020068669 Officer 08/29/20 11:50 Traffic Stop 2020068674 Traffic Stop WP20024337 Officer 08/29/20 12:33 Traffic Stop 2020068686 Officer 08/29/20 17:34 Traffic Stop 2020068766 Officer 08/29/20 18:03 Traffic Stop 2020068780 Traffic Stop WP20024370 Officer 08/30/20 10:33 Traffic Stop 2020068968 Traffic Stop WP20024438 Officer 08/30/20 10:49 Traffic Stop 2020068975 Traffic Stop WP20024440 Officer 08/30/20 12:43 Traffic Stop 2020069001 Traffic Stop WP20024450 Officer 08/30/20 18:44 Traffic Stop 2020069132 Officer 08/30/20 18:55 Traffic Stop 2020069137 Officer 08/30/20 20:05 Traffic Stop 2020069156 Officer 08/30/20 20:43 Traffic Stop 2020069168 Traffic Stop WP20024501 Officer 08/30/20 21:03 Traffic Stop 2020069173 Officer 08/30/20 21:15 Traffic Stop 2020069179 Traffic Stop WP20024505 Officer 08/30/20 21:43 Traffic Stop 2020069185 Officer 08/30/20 22:11 Traffic Stop 2020069196 Officer 08/31/20 10:20 Traffic Stop 2020069299 Officer 08/31/20 11:02 Traffic Stop 2020069314 Traffic Stop WP20024559 Officer 08/31/20 11:50 Traffic Stop 2020069326 Officer 08/31/20 16:17 Traffic Stop 2020069398 Officer 08/31/20 16:21 Traffic Stop 2020069399 Officer 08/31/20 16:31 Traffic Stop 2020069404 Officer 08/31/2017:01 Traffic Stop 2020069416 Drugs WP20024590 Officer 08/31/20 17:29 Traffic Stop 2020069425 Officer 08/31/20 17:37 Traffic Stop 2020069426 Traffic Stop WP20024592 Officer 08/31/20 17:51 Traffic Stop 2020069433 Officer 08/31/20 17:55 Traffic Stop 2020069435 Officer 08/31/20 18:46 Traffic Stop 2020069452 Officer 08/31/20 18:59 Traffic Stop 2020069458 Traffic Stop WP20024601 Officer 08/31/20 19:49 Traffic Stop 2020069476 Officer 08/31/20 21:22 Traffic Stop 2020069520 Officer Training Total: 1 08/18/2010:00 Training 2020064784 Trespass Total: 1 08/04/20 14:53 Trespass 2020060378 Suspicious - Person - Vehicle WP20021656 Phone Page 30 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Unwanted Person Total: 2 08/19/20 18:51 Unwanted Person 2020065319 Civil Complaint WP20023315 911 08/25/20 18:50 Unwanted Person 2020067399 Unwanted Person WP20023956 Phone Unwanted Person; Threats Total: 1 08/22/20 22:48 Unwanted Person; 2020066475 Juvenile - Complaint WP20023666 911 Vehicle Off Road Total: 2 08/10/20 09:02 Vehicle Off Road 2020062214 Vehicle Off Road WP20022265 Phone 08/15/20 15:27 Vehicle Off Road 2020063915 DUI - MVA WP20022834 Phone Warrant - Arrest Total: 2 08/06/20 00:43 Warrant - Arrest 2020060901 Warrant - Attempt WP20021831 Officer 08/27/20 19:03 Warrant - Arrest 2020068070 Warrant - Arrest WP20024155 911 Warrant - Attempt Total: 15 08/01/20 10:01 Warrant - Attempt 2020059357 Officer 08/03/20 20:40 Warrant - Attempt 2020060150 Officer 08/04/20 02:07 Warrant - Attempt 2020060234 08/06/20 20:23 Warrant - Attempt 2020061217 Warrant - Arrest WP20021936 Officer 08/11/20 21:40 Warrant - Attempt 2020062735 08/13/20 11:49 Warrant - Attempt 2020063178 08/17/20 10:39 Warrant - Attempt 2020064461 Warrant - Arrest WP20023021 Officer 08/21/20 20:24 Warrant - Attempt 2020066076 08/25/20 19:48 Warrant - Attempt 2020067420 Officer 08/25/20 21:10 Warrant - Attempt 2020067444 08/25/20 21:19 Warrant - Attempt 2020067450 08/25/20 23:59 Warrant - Attempt 2020067488 Other 08/27/20 08:14 Warrant - Attempt 2020067853 08/27/20 12:47 Warrant - Attempt 2020067932 Officer 08/28/20 11:17 Warrant - Attempt 2020068269 Total Records: 1218 Page 31 of 31